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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.7 LAdmitted-Finance | -43.00% | ₹5.7 L | L1 | Admitted-Finance |
| 2 | L2₹5.9 LAdmitted-Finance | -41.12% | ₹5.9 L | L2 | Admitted-Finance |
| 3 | L3₹6.0 LAdmitted-Finance | -39.78% | ₹6.0 L | L3 | Admitted-Finance |
| 4 | L4₹6.1 LAdmitted-Finance | -39.33% | ₹6.1 L | L4 | Admitted-Finance |
| 5 | L5₹6.2 LAdmitted-Finance | -37.66% | ₹6.2 L | L5 | Admitted-Finance |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
20 Feb 2026, 4:00 pmClosed
Executive Engineer PWD R and B Division Hiranagar
Executive Engineer PWD R and B Division Hiranagar
boq
2026_PWDJK_301808_1
e-NIT No. 61 /of 2025-26/ 4240-50 /PWD/HGR, Dtd- 30 -01-2026
Open Tender
Civil Works - Roads
60 days
HIRANAGAR
nit
7 documents required · 7 mandatory
₹600
Executive Engineer PWD R and B Division Hiranagar
₹20,000
25 Feb 2026
31 Jan 2026
21 Feb 2026
31 Jan 2026
20 Feb 2026
31 Jan 2026
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres in All kinds of soil
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) .
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Hand packing stones in wire crates including the cost of stones and cost of crates.
Centring and shuttering including strutting propping etc and removal of form work Foundations, footings, bases of columns etc. for mass concrete
Dumping stone including cost of stones. in Horizontal on level
Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 900 mm dia. R.C.C. pipe
carriages of materials by mechinical transport incl. loading, unloading and stacking complete.
Sand for an lead of 30 kms.
stone agg below 40 mm nominal size for an lead of 30 kms
stone agg above 40 mm nominal size for an lead of 30 kms
boulder for an lead of 30 kms
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