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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹4.6 Cr
EMD Value
₹9.2 L
Closing Date
27 Oct 2026, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer RnB Division Kulgam
Executive Engineer RnB Division Kulgam
Revival and Restoration of Shri Tripur Sundari Asthapan (Khanbarni Temple) Devsar and Augmentation of Allied works
2026_PWDJK_328771_1
86/2026-27/RnB/Kul/7993-8003 dated 19-10-2026
Open Tender
Civil Works
Percentage
540 days
Kulgam
Please refer Tender documents.
10 documents required · 10 mandatory
₹5,500
Account No. 0470010200000099
₹9.2 L
superintending Engineer RnB Circle Kulgam
28 Oct 2026
21 Oct 2026
28 Oct 2026
21 Oct 2026
27 Oct 2026
21 Oct 2026
23 Oct 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 |
|---|---|---|---|---|---|
| 1Main Building | |||||
| 1.1 | 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. 2.7.1 All kinds of soil : in or underwater and/or liquid mud including cost of pumping or bailing out water and removing slush etc. | 493.29 | CUM | 164.22 | ₹81,008.08 |
| 1.2 | 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) | 21.12 | CUM | 5,778.51 | ₹1,22,042.13 |
| 1.3 | Providing and laying of stone soling laid dry hard packed tightly including all carriages complete | - | CUM | 762.71 | - |
| 1.4 | Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete. | 47.82 | Cum | 1,056.07 | ₹50,501.27 |
| 1.5 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone NALLAH | 11.25 | CUM | 2,449.53 | ₹27,557.21 |
| 1.6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering with1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 39.05 | CUM | 4,561.36 | ₹1,78,121.11 |
| 1.7 | 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: 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate 20 mm nominal size) | 10.33 | CUM | 6,228.89 | ₹64,344.43 |
| 1.8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,
landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral
stair cases upto five level including curing but excluding the cost of centring, shuttering,
finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 15.65 | CUM | 8,611.51 | ₹1,34,770.13 |
| 1.9 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. | - | - | - | - |
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