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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹37.6 LAdmitted-Finance BAHBALPUR GRIYAK DIST NALANDA | NALANDA | BIHAR | 801301 | -44.55% | ₹37.6 L | L1 | Admitted-Finance |
| 2 | L2₹39.7 LAdmitted-Finance WARD NO 04 KRISHNA COLONY KATHUA | KATHUA | JAMMU AND KASHMIR | 184101 | -41.53% | ₹39.7 L | L2 | Admitted-Finance |
| 3 | L3₹39.9 LAdmitted-Finance | -41.25% | ₹39.9 L | L3 | Admitted-Finance |
| 4 | L4₹48.2 LAdmitted-Finance | -29.00% | ₹48.2 L | L4 | Admitted-Finance |
| 5 | L5₹70.6 LAdmitted-Finance | +4.00% | ₹70.6 L | L5 | Admitted-Finance |
Tender Value
₹67.9 L
EMD Value
₹2.0 L
Closing Date
21 Apr 2026, 4:00 pmClosed
EXECUTIVE ENGINEER PMGSY DIVISION KATHUA
PMGSY DIVISION KATHUA
cONSTRUCTION OF 210 MTR vENTED CAUSEWAY ON L065 L064 Km 5th to Faffal road at RD 200 JK07248 Permanent restoration
2026_JKRRD_147266_1
EEPMGSYKUA04OF2026 27 11.04.2026
Open Tender
CIVIL
90 days
cONSTRUCTION OF 210 MTR vENTED CAUSEWAY ON L065 L0
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
EXECUTIVE ENGINEER PMGSY DIVISION KATHUA
₹2.0 L
PMGSY DIVISION KATHUA
6 May 2026
15 Apr 2026
22 Apr 2026
15 Apr 2026
21 Apr 2026
15 Apr 2026
15 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Earth 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: : Ordinary Soil 70%, Ordinary Rock 20% and hard rock 10 % | ||||||
| 2CEMENT CONCRETE (CAST-IN-SITU) 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | ||||||
| 3CEMENT CONCRETE (CAST-IN-SITU) 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 20 mm nominal size) | ||||||
| 4 | CEMENT CONCRETE (CAST-IN-SITU)
Providing and laying in position Reinforced cement concrete of specified grade including curing but
excluding the cost of centring and shuttering. All work upto plinth level with: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 102.37 | cum | 7,788.4 | ₹7,97,298.51 | BI01010001010000000000000515BI0100001122 |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in
position and binding all complete upto plinth level Cold twisted bars | 5,815.6 | kg | 123.2 | ₹7,16,481.92 | BI01010001010000000000000515BI0100001123 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns | 326.25 | Cum | 286.35 | ₹93,421.69 | BI01010001010000000000000515BI0100001124 |
| 7 | Providing and laying of boulder apron in wire crates with 4mm dia GI wire conforming to IS;280 and IS:4826 in 100mmx mesh (woven diagonally ) including 10 percent extra for laps and joints laid with stone boulders weighing not less that 25 kg each as per Drawing and technical Specifications. | 1,512 | Cum | 1,765.59 | ₹26,69,572.08 | BI01010001010000000000000515BI0100001125 |
| 8 | Supplying and laying including digging, carrying by lorry, filling River Bed Material including watering & consolidation in layers to specified lines, camber, grades and cross sections. Finished work including material , labour all leads , lifts and carriage of material by MT/HL(for berm filling) | 100 | cum | 350 | ₹35,000 | BI01010001010000000000000515BI0100001126 |
| 9 | Carriage of materials by M.T. from source to site of work incl. loading/unloading complete.a) Carriage of sand for an Average lead of 5.0km | 153.21 | cum | 279.04 | ₹42,751.72 | BI01010001010000000000000515BI0100001127 |
| 9.1 | Carriage of Stone Aggregate for an Average lead of 5.0km | 303.03 | cum | 279.04 | ₹84,557.49 | BI01010001010000000000000515BI0100001128 |
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