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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹64.8 LAdmitted-Finance | -56.56% | ₹64.8 L | L1 | Admitted-Finance |
| 2 | L2₹66.1 L+₹1.3 L (2.00%)Admitted-Finance | -55.69% | ₹66.1 L+₹1.3 L (2.00%) | L2 | Admitted-Finance |
| 3 | L3₹1.0 Cr+₹35.4 L (54.6%)Admitted-Finance | -32.86% | ₹1.0 Cr+₹35.4 L (54.6%) | L3 | Admitted-Finance |
| 4 | L4₹1.2 Cr+₹59.7 L (92.1%)Admitted-Finance | -16.57% | ₹1.2 Cr+₹59.7 L (92.1%) | L4 | Admitted-Finance |
| 5 | L5₹1.3 Cr+₹60.3 L (93.1%)Admitted-Finance H NO 553 B 4 SHIV NAGAR JAMMU JAMMU KASHMIR 180001 | JAMMU | JAMMU AND KASHMIR | 180001 | -16.11% | ₹1.3 Cr+₹60.3 L (93.1%) | L5 | Admitted-Finance |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
25 May 2026, 6:00 pmClosed
EXECUTIVE ENGINEER PWD RAMNAGAR
EXECUTIVE ENGINEER PWD RAMNAGAR
PLEASE REFER TO BOQ
2026_PWDJK_309767_1
e-NIT No. 11 of 2026-27 Dated 11-05-2026
Open Tender
Civil Works
Percentage
540 days
RAMNAGAR
PLEASE REFER TO NIT
2 documents required · 2 mandatory
₹3,000
EXECUTIVE ENGINEER PWD RAMNAGAR
₹3.0 L
8 Jun 2026
12 May 2026
26 May 2026
12 May 2026
25 May 2026
12 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including
disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by
Engineer-in-Charge.
All kinds of soil :@ 60% | - | CUM | - | - |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including
disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by
Engineer-in-Charge.
Ordinary Rock @ 30% | - | CUM | - | - |
| 3 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including
disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by
Engineer-in-Charge.
Hard Rock (Requiring Blasting ) @ 10% | 1 | CUM | - | - |
| 4 | 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:
2.9.1 All kinds of soil : | 1 | cum | - | - |
| 5 | 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:
2.9.2 Ordinary Rock | 1 | cum | - | - |
| 6 | 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. 20.6.1.2600 mm dia. R.C.C. pipe | - | nos | - | - |
| 7 | 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:
2.9.3 Hard Rock (Requiring Blasting ) | 1 | cum | - | - |
| 8 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:4.4.8 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 1 | cum | - | - |
| 9 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20 percent plum | - | cum | - | - |
| 10 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.4.5.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20 percent plum | 0.8 | cum | - | - |
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