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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹57.5 LAdmitted-Finance 11 ANUPAM VIHAR ENGINEERS ENCLAVE GMS ROAD DEHRADUN UTTARAKHAND 248001 | DEHRADUN | UTTARAKHAND | 248001 | -41.57% | ₹57.5 L | L1 | Admitted-Finance |
| 2 | L2₹62.8 LAdmitted-Finance | -36.20% | ₹62.8 L | L2 | Admitted-Finance |
| 3 | L3₹63.7 LAdmitted-Finance | -35.31% | ₹63.7 L | L3 | Admitted-Finance |
| 4 | L4₹66.7 LAdmitted-Finance | -32.25% | ₹66.7 L | L4 | Admitted-Finance |
| 5 | L5₹68.4 LAdmitted-Finance | -30.50% | ₹68.4 L | L5 | Admitted-Finance |
Tender Value
₹98.4 L
EMD Value
₹2.0 L
Closing Date
19 May 2026, 3:00 pmClosed
Dy. CEO (P)
SMVDSB, Katra.
Construction of drain at (Ikhard Kotla), Kakryal and fencing around pond, Kakryal, Katra.
2026_SMVSB_309393_1
CO/Dev/706/692 dated 05.05.2026
Open Tender
Civil Works
180 days
SMVDSB, Katra
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
FA/CAO,SMVDSB
₹2.0 L
1 Jun 2026
5 May 2026
20 May 2026
5 May 2026
19 May 2026
5 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 | 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 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed: | ||||||
| 1.01 | All kind of soil : (50 meter beyond 1 m for cutting edge) | 510.92 | CUM | 673.3 | ₹3,44,002.44 | BI01010001010000000000000515BI0100001113 |
| 2 | Demolishing cement concrete manually / bty mechanical means including disposal of material within 50 meters lead as per direction of Engineer-Incharge.
(a) 1:3:6 or richer mix (i/c equivalent design mix) | 22.23 | CUM | 1,752.2 | ₹38,951.41 | BI01010001010000000000000515BI0100001114 |
| 3 | Disposal of excavated earth through mechanical transport within 5 Km lead. | 480.69 | CUM | 250.92 | ₹1,20,614.73 | BI01010001010000000000000515BI0100001115 |
| 4 | 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. | 132.3 | CUM | 218.4 | ₹28,894.32 | BI01010001010000000000000515BI0100001116 |
| 5 | 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:
(a) 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 168.69 | CUM | 4,826.5 | ₹8,14,182.29 | BI01010001010000000000000515BI0100001117 |
| 6 | Providing and laying position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:
(a)1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 153.32 | CUM | 5,733.6 | ₹8,79,075.55 | BI01010001010000000000000515BI0100001118 |
| 7 | 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:
1:11/2:3 (1 cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 121.5 | CUM | 7,275.25 | ₹8,83,942.88 | BI01010001010000000000000515BI0100001119 |
| 8 | 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 etc upto 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) | 142.21 | CUM | 7,564.8 | ₹10,75,790.21 | BI01010001010000000000000515BI0100001120 |
| 9 | 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. | 162 | SQM | 416.5 | ₹67,473 | BI01010001010000000000000515BI0100001121 |
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