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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.0 LAccepted-Finance | ₹22.0 L | L1 | Accepted-Finance L1 FOUND |
| 2 | L2₹22.5 L+₹49,517.29 (2.25%)Rejected-Finance | ₹22.5 L+₹49,517.29 (2.25%) | L2 | Rejected-Finance L1 NOT FOUND |
| 3 | L3₹25.9 L+₹3.9 L (17.7%)Rejected-Finance | ₹25.9 L+₹3.9 L (17.7%) | L3 | Rejected-Finance L1 NOT FOUND |
| 4 | L4₹26.7 L+₹4.8 L (21.7%)Rejected-Finance | ₹26.7 L+₹4.8 L (21.7%) | L4 | Rejected-Finance L1 NOT FOUND |
| 5 | L5₹28.1 L+₹6.1 L (27.7%)Rejected-Finance | ₹28.1 L+₹6.1 L (27.7%) | L5 | Rejected-Finance L1 NOT FOUND |
| Sl No | Description | Qty | Unit | Mansarover Enterprises L3 | VIJAY SINGH NAGNIYAL L2 | MANOJ SINGH GWAL L5 | LALIT SINGH L1 | MUKESH SINGH GVAL L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 30 | Sq.M | 47 ₹1,410 | 50 ₹1,500 | 45 ₹1,350 | 39 ₹1,170 Lowest | 40 ₹1,200 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/
manual means over areas (exceeding 30 cm in depth, 1.5 m in width as
well as 10 sqm on plan) including getting out and disposal of excavated
earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | 16.05 | Cu.M | 200 ₹3,210 Lowest | 200 ₹3,210 Lowest | 240 ₹3,852 | 207 ₹3,322.35 | 200 ₹3,210 Lowest |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1 :1 %:3 (1 Cement: 1 % coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 12.34 | Cu.M | 9,000 ₹1,11,060 | 12,500 ₹1,54,250 | 11,520 ₹1,42,156.8 | 6,500 ₹80,210 Lowest | 11,000 ₹1,35,740 |
| 4.00 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | 47.15 | Sq.M | 1,100 ₹51,865 | 1,400 ₹66,010 | 1,120 ₹52,808 | 800 ₹37,720 Lowest | 1,100 ₹51,865 |
| 5.00 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 :6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1 :6 (1 cement: 6 coarse sand) | 13.12 | Cu.M | 8,500 ₹1,11,520 | 11,000 ₹1,44,320 | 10,000 ₹1,31,200 | 6,100 ₹80,032 Lowest | 10,000 ₹1,31,200 |
| 6.00 | Extra for random rubble masonry with hard stone curved on plan for a mean radius not exceeding 6 m. | 3.38 | Cu.M | 1,000 ₹3,380 Lowest | 1,700 ₹5,746 | 1,400 ₹4,732 | 1,224 ₹4,137.12 | 1,000 ₹3,380 Lowest |
| 7.00 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. | 12.92 | Cu.M | 11,500 ₹1,48,580 | 16,500 ₹2,13,180 | 14,000 ₹1,80,880 | 8,200 ₹1,05,944 Lowest | 12,000 ₹1,55,040 |
| 8.00 | Extra for coursed rubble masonry with hard stone (first or second sort)
curved on plan for a mean radius not exceeding 6 m. | 6.22 | Cu.M | 1,300 ₹8,086 Lowest | 1,700 ₹10,574 | 1,500 ₹9,330 | 1,327 ₹8,253.94 | 1,500 ₹9,330 |
| 9.00 | Stone work plain ashlar in arches in super structure upto floor V level in cement mortar 1 :3 (1 cement : 3 coarse sand) including centering, shuttering and pointing with white cement mortar 1 :2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.
7.13.2. Both face dressed
7.13.1.2 White sand stone | 3.2 | Cu.M | 2,10,000 ₹6,72,000 | 1,00,000 ₹3,20,000 Lowest | 2,50,000 ₹8,00,000 | 1,62,000 ₹5,18,400 | 2,20,000 ₹7,04,000 |
| 10.00 | Extra for additional cost of centering for arches exceeding 6m span
including all strutting, bolting, wedging etc. and removal (area of soffit to
be measured). | 2.93 | Sqm | 800 ₹2,344 | 1,000 ₹2,930 | 800 ₹2,344 | 712 ₹2,086.16 Lowest | 800 ₹2,344 |
Tender Value
Refer Docs
EMD Value
₹60,000
Closing Date
29 May 2026, 11:00 amClosed
EE RWD Didihat
EE RWD Didihat
Jasuli devi ke janm Sthan darma vaili ke gram dantu me nirmit etihasik Bhawano ka jirnodhar awm soundryikarn kary
2026_RES_95389_3
182 Dated 08-05-2026
Open Tender
Civil Works - Buildings
Item Rate
365 days
Dharchula
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
EE RWD Didihat
₹60,000
9 Jun 2026
13 May 2026
29 May 2026
13 May 2026
29 May 2026
13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 30 | Sq.M | 39.99 | ₹1,199.7 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/
manual means over areas (exceeding 30 cm in depth, 1.5 m in width as
well as 10 sqm on plan) including getting out and disposal of excavated
earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | 16.05 | Cu.M | 207.84 | ₹3,335.83 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1 :1 %:3 (1 Cement: 1 % coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 12.34 | Cu.M | 9,766.29 | ₹1,20,516.02 |
| 4 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | 47.15 | Sq.M | 1,034.08 | ₹48,756.87 |
| 5 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 :6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1 :6 (1 cement: 6 coarse sand) | 13.12 | Cu.M | 8,560.74 | ₹1,12,316.91 |
| 6 | Extra for random rubble masonry with hard stone curved on plan for a mean radius not exceeding 6 m. | 3.38 | Cu.M | 1,224.99 | ₹4,140.47 |
| 7 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. | 12.92 | Cu.M | 12,577.32 | ₹1,62,498.97 |
| 8 | Extra for coursed rubble masonry with hard stone (first or second sort)
curved on plan for a mean radius not exceeding 6 m. | 6.22 | Cu.M | 1,327.39 | ₹8,256.37 |
| 9 | Stone work plain ashlar in arches in super structure upto floor V level in cement mortar 1 :3 (1 cement : 3 coarse sand) including centering, shuttering and pointing with white cement mortar 1 :2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.
7.13.2. Both face dressed
7.13.1.2 White sand stone | 3.2 | Cu.M | 2,15,652.53 | ₹6,90,088.1 |
| 10 | Extra for additional cost of centering for arches exceeding 6m span
including all strutting, bolting, wedging etc. and removal (area of soffit to
be measured). | 2.93 | Sqm | 712.08 | ₹2,086.39 |
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