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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹47.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹49.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹49.7 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹51.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹51.6 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹55.0 LAdmitted-Fee/PreQual/Technical/Finance DEHRADUN | UTTARAKHAND | 248001 | ₹55.0 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹55.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹55.1 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Ms Ajab Singh Rana And Bros L12 | GOPAL SINGH L18 | SHURVEER SINGH L19 | BABAL SINGH TOMAR L15 | MUKESH TOMAR L14 | M/S ANIL CHAUHAN L7 | YASHPAL SINGH CHAUHAN L5 | PYARE RAM L11 | CHUNNI LAL L16 | ARVIND KUMAR L4 | M/S VIRENDER SINGH TOMAR L17 | KAPIL JOSHI L6 | M/S SARDAR SINGH TOMAR L2 | SHAMSHER SINGH TOMAR L1 | NITESH SHARMA L3 | M/s J P Construction L10 | VIPIN SINGH L8 | ANIL TOMAR L13 | pradeep tomar L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 1,171.38 | Cum | 255 ₹2,98,701.9 | 3,000 ₹35,14,140 | 3,500 ₹40,99,830 | 470.3 ₹5,50,900.01 | 250 ₹2,92,845 | 330 ₹3,86,555.4 | 140 ₹1,63,993.2 | 200 ₹2,34,276 | 475.1 ₹5,56,522.64 | 334.7 ₹3,92,060.89 | 3,100 ₹36,31,278 | 335.93 ₹3,93,501.68 | 145 ₹1,69,850.1 | 100 ₹1,17,138 Lowest | 150 ₹1,75,707 | 150 ₹1,75,707 | 359.93 ₹4,21,614.8 | 393.52 ₹4,60,961.46 | 230 ₹2,69,417.4 |
| 2.00 | Excavation in soil in Hilly Area by mechanical means Without
useinng Dozer including cutting and trimming of side slopes and
disposing of excavated earth with a lift upto 1.5 m and a lead upto
20 m as per Technical Specification Clause 1603.1 | 3,161.28 | Cum | 195 ₹6,16,449.6 | 74.1 ₹2,34,250.85 | 71.8 ₹2,26,979.9 | 74.09 ₹2,34,219.24 | 67 ₹2,11,805.76 | 53 ₹1,67,547.84 | 28 ₹88,515.84 | 35 ₹1,10,644.8 | 74.84 ₹2,36,590.2 | 52.7 ₹1,66,599.46 | 69.6 ₹2,20,025.09 | 52.92 ₹1,67,294.94 | 30 ₹94,838.4 | 20 ₹63,225.6 Lowest | 42 ₹1,32,773.76 | 30 ₹94,838.4 | 56.7 ₹1,79,244.58 | 61.99 ₹1,95,967.75 | 65.02 ₹2,05,546.43 |
| 3.00 | Excavation in hilly area in ordinary rock not requiring blasting by
mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 1,724.47 | Cum | 130 ₹2,24,181.1 | 116 ₹2,00,038.52 | 112.5 ₹1,94,002.88 | 116.03 ₹2,00,090.25 | 106 ₹1,82,793.82 | 86 ₹1,48,304.42 | 52 ₹89,672.44 | 60 ₹1,03,468.2 | 117.22 ₹2,02,142.37 | 82.6 ₹1,42,441.22 | 108.9 ₹1,87,794.78 | 82.88 ₹1,42,924.07 | 50 ₹86,223.5 | 20 ₹34,489.4 Lowest | 60 ₹1,03,468.2 | 50 ₹86,223.5 | 88.8 ₹1,53,132.94 | 97.09 ₹1,67,428.79 | 20 ₹34,489.4 Lowest |
| 4.00 | Excavation in hilly areas in hard rock requiring blasting, by
mechanical means without using Dozer , lift upto 1.5 m and
disposal of excavated rock upto a lead of 20 m as per Clause | 862.09 | Cum | 231 ₹1,99,142.79 | 295.1 ₹2,54,402.76 | 286 ₹2,46,557.74 | 295.08 ₹2,54,385.52 | 270 ₹2,32,764.3 | 225 ₹1,93,970.25 | 120 ₹1,03,450.8 | 150 ₹1,29,313.5 | 298.09 ₹2,56,980.41 | 210 ₹1,81,038.9 | 277 ₹2,38,798.93 | 210.77 ₹1,81,702.71 | 160 ₹1,37,934.4 | 130 ₹1,12,071.7 | 200 ₹1,72,418 | 120 ₹1,03,450.8 | 225.83 ₹1,94,685.78 | 246.9 ₹2,12,850.02 | 50 ₹43,104.5 Lowest |
| 5.00 | Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. (Placing tipper at unloading point excluding time for haulage and return trip) | 3,161.28 | Cum | 9 ₹28,451.52 | 11.9 ₹37,619.23 | 11.5 ₹36,354.72 | 11.86 ₹37,492.78 | 10 ₹31,612.8 | 7 ₹22,128.96 | 7 ₹22,128.96 | 5 ₹15,806.4 | 11.98 ₹37,872.13 | 8.4 ₹26,554.75 | 11.1 ₹35,090.21 | 8.47 ₹26,776.04 | 1 ₹3,161.28 Lowest | 5 ₹15,806.4 | 5 ₹15,806.4 | 5 ₹15,806.4 | 9.08 ₹28,704.42 | 9.92 ₹31,359.9 | 1 ₹3,161.28 Lowest |
| 6.00 | Haulage excluding Loading & Unloading- Haulage of materials by tipper excluding cost of loading, unloading and stacking. Katcha Track and Track in River Bed/Nallah Bed and Choe Bed | 3,161.28 | Cum | 11 ₹34,774.08 | 21.8 ₹68,915.9 | 21.1 ₹66,703.01 | 21.8 ₹68,915.9 | 19 ₹60,064.32 | 14 ₹44,257.92 | 6 ₹18,967.68 | 5 ₹15,806.4 | 22.02 ₹69,611.39 | 15.5 ₹48,999.84 | 20.5 ₹64,806.24 | 15.57 ₹49,221.13 | 10 ₹31,612.8 | 10 ₹31,612.8 | 10 ₹31,612.8 | 10 ₹31,612.8 | 16.68 ₹52,730.15 | 18.24 ₹57,661.75 | 2 ₹6,322.56 Lowest |
| 7.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 | 22.8 | Cum | 4,381 ₹99,886.8 | 5,613.2 ₹1,27,980.96 | 5,441.4 ₹1,24,063.92 | 5,613.24 ₹1,27,981.87 | 4,585 ₹1,04,538 | 4,200 ₹95,760 | 3,500 ₹79,800 Lowest | 4,400 ₹1,00,320 | 5,670.52 ₹1,29,287.86 | 3,995.1 ₹91,088.28 | 5,269.6 ₹1,20,146.88 | 4,009.46 ₹91,415.69 | 4,500 ₹1,02,600 | 3,500 ₹79,800 Lowest | 4,000 ₹91,200 | 5,500 ₹1,25,400 | 4,295.85 ₹97,945.38 | 4,696.8 ₹1,07,087.04 | 4,925.91 ₹1,12,310.75 |
| 8.00 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 264 | Cum | 3,105 ₹8,19,720 | 3,816.9 ₹10,07,661.6 | 3,700.1 ₹9,76,826.4 | 3,816.9 ₹10,07,661.6 | 3,150 ₹8,31,600 | 2,900 ₹7,65,600 | 2,850 ₹7,52,400 | 3,300 ₹8,71,200 | 3,855.85 ₹10,17,944.4 | 2,716.6 ₹7,17,182.4 | 3,583.2 ₹9,45,964.8 | 2,726.36 ₹7,19,759.04 | 3,000 ₹7,92,000 | 2,500 ₹6,60,000 Lowest | 2,600 ₹6,86,400 | 2,800 ₹7,39,200 | 2,921.1 ₹7,71,170.4 | 3,193.74 ₹8,43,147.36 | 3,349.57 ₹8,84,286.48 |
| 9.00 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 72 | Cum | 740 ₹53,280 | 1,046.7 ₹75,362.4 | 1,014.7 ₹73,058.4 | 1,046.74 ₹75,365.28 | 961 ₹69,192 | 805 ₹57,960 | 320 ₹23,040 | 400 ₹28,800 | 1,057.42 ₹76,134.24 | 745 ₹53,640 | 982.7 ₹70,754.4 | 747.67 ₹53,832.24 | 290 ₹20,880 Lowest | 350 ₹25,200 | 780 ₹56,160 | 600 ₹43,200 | 801.08 ₹57,677.76 | 875.84 ₹63,060.48 | 500 ₹36,000 |
| 10.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 88 | Rm | 118 ₹10,384 | 155.6 ₹13,692.8 | 150.9 ₹13,279.2 | 155.62 ₹13,694.56 | 142 ₹12,496 | 120 ₹10,560 | 31 ₹2,728 Lowest | 35 ₹3,080 | 157.21 ₹13,834.48 | 110.8 ₹9,750.4 | 146.1 ₹12,856.8 | 111.16 ₹9,782.08 | 50 ₹4,400 | 40 ₹3,520 | 100 ₹8,800 | 100 ₹8,800 | 119.1 ₹10,480.8 | 130.22 ₹11,459.36 | 50 ₹4,400 |
Tender Value
₹78.9 L
EMD Value
₹2.0 L
Closing Date
21 Aug 2026, 3:00 pmClosed
Executive Engineer, Temp. Div. PWD Chakrata
Executive Engineer, Temporary Division, PWD, Chakrata
Construction work of Helipad near Ramtal garden resort above Birmau Kandi at km 90 of NH 707 A (Tiuni Chakrata Mussoorie Chamba Kritinagar) under Chakrata constituency of district Dehradun.
2026_pwd_98360_1
1301/4A, Dated 27-07-2026
Open Tender
Civil Works
Item Rate
270 days
Near Ramtal Garden Resort, Chakrata
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer, Temp. Div. PWD Chakrata
₹2.0 L
22 Aug 2026
1 Aug 2026
21 Aug 2026
1 Aug 2026
21 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 1,171.38 | Cum | - | - |
| 2 | Excavation in soil in Hilly Area by mechanical means Without
useinng Dozer including cutting and trimming of side slopes and
disposing of excavated earth with a lift upto 1.5 m and a lead upto
20 m as per Technical Specification Clause 1603.1 | 3,161.28 | Cum | - | - |
| 3 | Excavation in hilly area in ordinary rock not requiring blasting by
mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 1,724.47 | Cum | - | - |
| 4 | Excavation in hilly areas in hard rock requiring blasting, by
mechanical means without using Dozer , lift upto 1.5 m and
disposal of excavated rock upto a lead of 20 m as per Clause | 862.09 | Cum | - | - |
| 5 | Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. (Placing tipper at unloading point excluding time for haulage and return trip) | 3,161.28 | Cum | - | - |
| 6 | Haulage excluding Loading & Unloading- Haulage of materials by tipper excluding cost of loading, unloading and stacking. Katcha Track and Track in River Bed/Nallah Bed and Choe Bed | 3,161.28 | Cum | - | - |
| 7 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 | 22.8 | Cum | - | - |
| 8 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 264 | Cum | - | - |
| 9 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 72 | Cum | - | - |
| 10 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 88 | Rm | - | - |
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