GOVERNMENT OF MAHARASHTRA PUBLIC WORKS DEPARTMENT Original Agreement No. : B-1 (Percentage Rate) Name of Work : Construction of Cement Concrete Road from Tahsil Road Shri Anil Adhikari’s House to Shri Rakesh Yerawar’s House at mauza Chamorshi, Tah.Chamorshi, Dist.Gadchiroli Name of Contractor : Date of Receipt of Tender : Online as per Tender schedule No. & Date of Work Order : Amount put to Tender : Rs. 6,64,379/- Percentage quoted : Amount of Contract : Date of Commencement : Time stipulated for completion of work : 02 (Two) Calender Months from the date of written order to start work. Date of completion as per Agreement : Acutual Date of Completion : Reference to sanction of tender : Extension of time limit : 1 2 3 Certified that this original Agreement contains : Pages 01 to --- and Drawings Nos.
be Scanned from original copy, Additional (Performance) Security (if Required) (copy to be Submitted as per the tender Schedule). Scanned from original copy of certificate as a Registered Contractor with the Government of Maharashtra in appropriate class. Self declaration on plain paper regarding completeness, correctness and truthfulness of documents submitted as per prescribed proforma given in Annexure I Scanned from original copy of Power of Attorney on behalf of firm, proprietorship firm/Partnership firm /Joint Venture/ Pvt limited Company or any other registered company Registered with Registrar of Company to sign agreement/ other correspondence with department authority Scanned from original of Noterised agreement Joint Venture, if Applicable Scanned from original of Registration documents of firm( Firm, Proprietorship firm/ Partnership firm /Registration of Private limited company / Registration of Public limited company or any company or any other Company as the case may be. Scanned from original list of works completed and in hand and works tendered along with supporting certificates Scanned from original list of plants and Machinery duly signed by the contractor Scanned from original List of Technical Persons /employee. duly signed by the contractor Note Even though the bidders meet the above qualifying criteria, they are subjected to be disqualified if they have made misleading or false representation in the forms statement and attachments submitted as proof of the qualification requirements and / or record of post performance such as abandoning the works, not properly completing the contract, in ordinate delays in completion litigation history or financial failures etc. 1.5 ENVELOPE No. 2 TENDER (FINANCIAL BID) i) Upload Blank Tender Copy In Word Format only Issued and Digitally Signed by the Department ii) Offer to be submitted Online. 1.6 SUBMISSION OF TENDER: - Refer to Section ‘Guidelines to Bidders on the operations of Electronic Tendering System of Public Works Department’ for details. 1.7 OPENING OF TENDERS: On the date, specified in the Tender Schedule, following procedure will be adopted for opening of the Tender.
ANNEXURE - X QUALITY CONTROL & THEIR FREQUENCIES. Sr. No. Material Test Frequency of Testing Remarks. 1 Sand i) Fineness Modules ii) Silt Content At the beginning & if there is change in source. 2 Metal i) Crushing Value ii) Impact Value iii) Abrasion value iv) Water Absorption v) Flakiness Index vi) Stripping value vii) Gradation One test per 200 cum or part thereof. PWD hand book I.S.2386 Part-IV 3 Cement Concrete Comp. Strength Upto 5 cum - 1 set 6 - 15 - 2 sets 16 - 30 - 3 sets 31 - 50 - 4 sets 51 & Above - 4 sets + 1 additional set for each 50 cum or part thereof. M.O.RT H. specification 1716 (Fourth revision 01 ) 4 Cement i) Comp. Strength ii) Initial setting time iii) Final setting time iv) Specific Gravity v) Soundness vi) Fineness One test for each consignment of 50 MT (1000 bags) or part thereof. I.S. 8112 -1989 5 Steel i) Weight per meter ii) Ultimate Tensile stress iii) Yield stress iv) Elongation One test for every 5.0 METRIC TONNE or part thereof for each diameter. I.S. 432 IS 1786-1985 6 Granular Sub Base i)Gradation ii) Aturberg limits iii) Moisture content prior to compaction. iv) Density and compacted layer One test per 200 cum. One test per 200 cum. One test per 250 cum. One test per 500 cum M.ORTH.specification Table 900-3 .(fourth revision 01 ) 7 bound macadam i) Aggregate Impact value One test per 200 cum. specification Table 900-3.
ii) Gradation iii) Flakiness Index & Elongation Index. iv) Atterberg limits of binding material. v) Atterberg limits of portion of aggregates passing 425 Micron. One test per 100 cum. One test per 200 cum. 1 test per 25 cum of binding material. One test per 100 cum. of aggregate .(fourth revision 01 ) 8 Prime coat / tack coat / Fog spray i) Quality of binder ii) Binder Temperature iii) Rate of spread of binder No. of samples per lot and tests as per I.S. 73, I.S. 217 and I.S. 8887 as applicable. At regular close intervals, 1 test per 500 Sqm and not less than two tests per day. specification Table 9004. .(fourth revision 01 ) 9. Seal coat / surface dressing. i) Quality of binder ii) Impact value / Los Angles Abrasion value. iii) Flakiness & elongation index iv) Stripping value of aggr. . . (Immersion tray test) v) Water absorption vi) Water sensitivity of mix (if required) vii) Gradation viii) Soundness Same as mentioned under Sr.No.8 1 test per 50 cum of aggregate 1 test per 50 cum. Initially 1 set of 3 representative specimen for each source of supply.subsquently when warrented by change in the quality of aggregates 1 test per 25 cum Initially one determination by each method for each source of supply, then as warranted by change in the quality of aggregate MORTH specification Table 9004. .(fourth revision 01 ) 9 Seal coat / surface dressing. ix) Temp. of binder x) Rate of spread of materials xi) Percentage of fractured faces. . At regular close intervals, 1 test per 500 Sqm and not less than 2 tests per day. When gravel issued. One test per 50 cum. MORTH specification Table 9004. .(fourth revision 01 )
10 Open graded premix surfacing / close graded premix surfacing. i) Quality of binder ii) Impact / Abrasion value iii) Flakiness & elongation index iv) Stripping value v) Water absorption vi) Gradation vii) Water sensitivity of mix viii) Soundness ix) Temp binder x) Binder content xi) Rate of spread of material xii) Percentage of fractured faces. Same as per Sr.No. 8 Same as per Sr.No. 9 -----do----- -----do----- ----do----- -----do----- -----do----- -----do----- -----do----- At regular close intervals. 1 test per 500 Sqm & not less than 2 tests per day. Regular control through checks of thickness. Same as per Sr.No.9 specification Table 900-4. .(fourth revision 01 11 Bituminous Macadam i) Quality of binder ii) Impact / Abrasion iii) Flakiness & elongation index iv) Stripping value v) Water sensitivity of mix vi) Water absorption vii) Soundness viii) Percentage of fractural faces. ix) Gradation Same as per Sr.No.8 Same as per Sr.No.9 -----do----- ---do----- -----do----- - ----do----- -----do----- -----do----- 2 tests per day per plant both on individual constituents & mixed aggregates from dryer. specification Table 9004. .(fourth revision 01
TESTING STATEMENT Annexure Sr No Items Qty as per execution Specified frequency Required test as per frequency Test actual taken at Total test Deficiency in testing Remarks Site office Labortory 1 2 3 4 5 6 7 8 9 10 Contractors :- ___________________________________________________ Name :- ___________________________________________________
Name of work;- Construction of Cement Concrete Road from Tahsil Road Shri Anil Adhikari’s House to Shri Rakesh Yerawar’s House at mauza Chamorshi, Tah.Chamorshi, Dist.Gadchiroli SCHEDULE - "B" & "C" Sr. No. Quantiy Item of work Rate Unit per Amount Specification In figure In words 1 2 3 4 5 6 7 8 1 57.42 Cum Excavation for roadway in earth soil of all sorts sand, gravel or soft murum including dressing sectioning to the required grade, camber and side slopes and conveying the excavated materials with all lifts and upto a lead of 50 m and spreading for embankment or stacking as directed Engineer-in-charge. 118.80 Rupees one hundred eighteen and eighty only One Cubic Metre 6821.00 Rd-2/Page No. 180 2 28.71 Cum Providing, Laying, Spreading and compacting aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with steel/vibratory roller 8 to 10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up the interstices of coarse aggregate, watering and compacting to the required density, etc. complete. (Using Gr-II & using stone screening type A 13.2mm) 3081.55 Rupees three thousand eighty-one and paise fifty-five only One Cubic Metre 88471.00 MORt&H 2001 Cl. 404 /Page 112 3 348.00 Sqm Providing, & Laying, plastic sheet of 125 micron thickness below the concrete pavement uniformly including transportation laying etc. complete. 6.00 Rupees six and paise nil only One Square Metre 2088.00 As directed by 4 5.61 Sqm Providing expansion joints with 25 mm bitumenous pad as per detailed drawings. 948.00 Rupees nine hundred and paise nil only One Square Metre 5318.00 BR-43 /Page No. 138