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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.9 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹5.3 L+₹44,156.91 (9.00%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹5.4 L+₹47,223.37 (9.63%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹6.1 L
EMD Value
₹12,266
Closing Date
28 Jan 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD, APWD, Diglipur
Construction of Anganwadi Centre at Nabagram-I under SD-III, CD, APWD, Diglipur. Sw - Fencing of AWC with G.I chain link including connecting CC footpath
2026_APWD_21547_1
NIT No. 112/EE/CD/APWD/DP/2025-26
Open Tender
Civil Works - Buildings
Percentage
30 days
Anganwadi Nabagram -I, Diglipur
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹12,266
28 Jan 2026
21 Jan 2026
28 Jan 2026
21 Jan 2026
28 Jan 2026
21 Jan 2026
21 Jan 2026 - 21 Jan 2026
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.
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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)
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Columns, Pillars, Piers, Abutments, Posts and Struts
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.
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
G.I. pipes
12 mm cement plaster of mix:
1:4(1 cement: 4 fine sand)
Painting with aluminium paint of approved brand and manufacture to give an even shade.
Two or more coats on new work
Two or more coats on new work
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in- charge.
Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
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.
stage.html
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tech_eval.pdf
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Tendernotice_1.pdf
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TenderDocumentNIT112.pdf
Tender Documents • 5.06 MB
BOQ_22796.xls
BOQ • 0.32 MB
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