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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹28.5 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹28.7 L+₹21,881.46 (0.77%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹29.3 L+₹77,952.69 (2.74%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹27.4 L
EMD Value
₹54,704
Closing Date
29 Jan 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD, APWD, Diglipur
Sw - Construction of RCC Toe wall cum drain in PMGSY-II Road Code AN03DGP05 Stretch Kishorinagar to Paschimsagar Package No. AN0305 Ch. 2 900 Km to 4 000 Km
2026_APWD_21630_1
NIT No. 109/EE/CD/APWD/DP/2025-26
Open Tender
Civil Works - Roads
Percentage
30 days
Kishorinagar to Paschimsagar, Diglipur
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹54,704
29 Jan 2026
24 Jan 2026
29 Jan 2026
24 Jan 2026
29 Jan 2026
24 Jan 2026
24 Jan 2026 - 24 Jan 2026
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Extra for addition of synthetic Polyester triangular fibre of length 12mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/ RCC/ Flooring/ water retaining structures by using 125 gram of synthetic Polyester triangular fibre for 50 kg cement used as per direction of Engineer-in-Charge.
Providing and fixing PVC pipe for weep hole cutting placing in position as per directed by Engineer-in-charge.
80mm dia PVC pipe
Collection and filling of stone boulder of size 150 mm and above as filter media as per direction of Engineer-in-charge
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Tendernotice_1.pdf
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TenderDocumentNIT109.pdf
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BOQ_22886.xls
BOQ • 0.31 MB
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