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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.9 CrAdmitted-Finance | -18.00% | ₹7.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹8.1 CrAdmitted-Finance | -15.67% | ₹8.1 Cr | L2 | Admitted-Finance |
| 3 | L3₹9.0 CrAdmitted-Finance | -5.67% | ₹9.0 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical RR PREFAB INDUSTRY LANE NO 2 SIDCO INDUSTRIAL COMPLEX SIDCO INDUSTRIAL COMPLEX BARI BRAHMNA JAMMU JAMMU KASHMIR 181133 | SAMBA | JAMMU AND KASHMIR | 181133 | - | - | - | Rejected-Technical Technically ineligibile |
Tender Value
₹9.6 Cr
EMD Value
₹19.2 L
Closing Date
22 Apr 2026, 3:00 pmClosed
Asstt. CEO (D)
SMVDSB, Katra
Construction of Shri Shankaracharya Ji Temple, Shops and Toilet Blocks at Katra.
2026_SMVSB_307133_1
E-NIT No. CO/Proj./179/01 Dated 01.04.2026
Open Tender
Civil Works
365 days
SMVDSB, Katra
refer bid document
4 documents required · 4 mandatory
₹1,000
FA/CAO, SMVDSB
₹19.2 L
SMVDSB, Katra
14 May 2026
2 Apr 2026
23 Apr 2026
2 Apr 2026
22 Apr 2026
2 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 manual means 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: | ||||||
| 1.01 | All kind of soil | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | Ordinary rock | 0.08 | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 2 | 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 m and lift upto 1.5 m. | 0.08 | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 3Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil | ||||||
| 4Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. | ||||||
| 5Anti-Termite | ||||||
| 6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | ||||||
| 7Providing 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. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | ||||||
| 8Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | ||||||
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