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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1,475.44Accepted-AOC | ₹1,475.44 Quoted ₹14.8 Cr | L1 | Accepted-AOC BID IS RESPONSIVE |
| 2 | L2₹14.9 Cr+₹11.2 L (0.76%)Rejected-Finance | ₹14.9 Cr+₹11.2 L (0.76%) | L2 | Rejected-Finance BID IS NON RESPONSIVE |
| 3 | L3₹15.4 Cr+₹63.6 L (4.31%)Rejected-Finance | ₹15.4 Cr+₹63.6 L (4.31%) | L3 | Rejected-Finance BID IS NON RESPONSIVE |
| 4 | L4₹15.5 Cr+₹72.7 L (4.93%)Rejected-Finance | ₹15.5 Cr+₹72.7 L (4.93%) | L4 | Rejected-Finance BID IS NON RESPONSIVE |
| 5 | Rejected-Technical | - | - | Rejected-Technical BID IS NON RESPONSIVE |
| Sl No | Description | Qty | Unit | shivalik infraventures pvt. ltd. L2 | Construction Gallery L4 | M/s Narayan Singh L1 | DAYA RAM L3 |
|---|---|---|---|---|---|---|---|
| 1.00HILL SIDE CUTTING | |||||||
| 2.00 | Earth work in hill road (hill side cutting):- Excavation in hilly area for construction of road in all types of soils, rocks & E&B etc. As met at site true to lines as per plan, L section cross slope, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lift & lead, required for safe disposal of surplus excavated material at suitable dumping places indicated in the drawing by mechanical means/ manual means and including construction of required coolie walling of minimum height of 0.60 mt with the stone available from the required hill side cutting for retaining of the muck , without damaging forest , forest land , utility and private properties ,including its safe disposal (same as per mentioned above for safe disposal of surplus excavated material ), till the completion of the work as per part II special conditions of contract , MORD Specification Clause 1601, 1602 & 1603 and as directed by Engineer-in-charge. | 1 | LS | 84,00,000 ₹99,12,000 | 90,92,223.62 ₹1,07,28,823.87 | 86,37,612 ₹1,01,92,382.16 | 83,18,146.04 ₹98,15,412.33 Lowest |
| 3.00 | Removal of land slides (Slip clearance) in all type of soil and rock by mechanical means/ manual means and disposal of safe side only in after completion of hill side cutting as per road design as directed by Engineer-in-charge and MORD specifications , Clause 1611 . (Slip clearence considered only those reaches where the Hill side cutting has been completed and handed over to Engineer -In- Charge ) | 8,015.62 | Cum | 65 ₹6,14,798.05 Lowest | 68.7 ₹6,49,794.25 | 65.27 ₹6,17,351.83 | 68.7 ₹6,49,794.25 |
| 4.00 | Disposal of exvacated material obtained from hill side cutting including loading and disposal up to 1000 M lead as directed by Engineer-in-charge and as per MORD specifications Clause 302.3.11 | 33,000 | Cum | 50 ₹19,47,000 Lowest | 53 ₹20,63,820 | 50.35 ₹19,60,629 | 53 ₹20,63,820 |
| 5.00PROTECTION WORK : | |||||||
| 6.00 | Excavation for Structures:- Excavation in foundation for cross drainage structures, Retaining walls, brest walls, breast walls and other similar structure in all types of soils and rocks as met at site with all leads, lift and disposal of surplus earth as directed by Engineer - in - Charge also including supply of all materials, labour, T&P etc required for proper completion of work. | 3,370.31 | Cum | 400 ₹15,90,786.32 Lowest | 423.5 ₹16,84,245.02 | 402.33 ₹16,00,052.65 | 423.5 ₹16,84,245.02 |
| 7.00 | Construction of R. R . stone masonary in cement mortar 1:5 including supply of all materials, labour, t&p & royaltyetc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 700 &1604. | 2,783.77 | Cum | 4,200 ₹1,37,96,364.12 | 4,365.6 ₹1,43,40,335.05 | 4,147.32 ₹1,36,23,318.3 Lowest | 4,365.6 ₹1,43,40,335.05 |
| 8.00 | Random rubble stone masonry for structures laid dry by locally available approved stone ncluding supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for , retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge.. | 2,111.44 | Cum | 2,300 ₹57,30,448.16 | 2,326.8 ₹57,97,220.34 | 2,210.46 ₹55,07,359.32 Lowest | 2,326.8 ₹57,97,220.34 |
| 9.00 | HP stone filling:- Hand Packed stone fillingin back of wallls including cost of all materials, royality,T&Petc.complete as per direction of Engineer-in-charge. (Asper PWD Uttarakhand specifications) | 565.35 | Cum | 1,050 ₹7,00,468.65 | 1,068.1 ₹7,12,543.4 | 1,014.7 ₹6,76,919.57 Lowest | 1,068.1 ₹7,12,543.4 |
| 10.00 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | 1,059 | Cum | 4,040 ₹50,48,464.8 | 4,069.3 ₹50,85,078.67 | 3,865.84 ₹48,30,830.98 Lowest | 4,069.3 ₹50,85,078.67 |
Tender Value
₹15.9 Cr
EMD Value
₹31.7 L
Closing Date
27 Feb 2026, 1:00 pmClosed
CE URRDA
Uttarakhand Rural Roads Development Agency, First Floor, Directorate of Panchayati Raj, Opp-IT Park, Sahashtradhara Road, Dehradun- 248001
UT054302 L095 Kalsi Chakrata (SH-20) Shambhu chowki to Thurau Stage-I and II
2026_CCUK_146667_1
UT054302
National Competitive Bid
Civil Works - Roads
Item Rate
540 days
CHAKRATA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
₹31.7 L
SE MUSSOORIE
19 Sept 2026
9 Feb 2026
27 Feb 2026
9 Feb 2026
27 Feb 2026
17 Feb 2026
13 Feb 2026
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