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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC HIMACHAL PRADESH HP | LAHUL AND SPITI | HIMACHAL PRADESH | 175133 | ₹6.7 L | L1 | Accepted-AOC AWARDED |
| 2 | L2₹6.8 L+₹3,266.80 (0.49%)Rejected-Finance | ₹6.8 L+₹3,266.80 (0.49%) | L2 | Rejected-Finance L2 |
| 3 | L3₹6.9 L+₹15,075.04 (2.24%)Rejected-Finance | ₹6.9 L+₹15,075.04 (2.24%) | L3 | Rejected-Finance L3 |
| 4 | L4₹7.1 L+₹37,309.50 (5.54%)Rejected-Finance GUNAI RUHA DHARGHAT KUNANA ROAD IN KM 0 00 TO 2 300 SH C O ROAD JEEPABLE STANDARD TO 5 7 MTR IN KM 0 00 TO 2 300 900MM DIA RCC HPC AT RD 1 800 UNDER MNP TENDER ID 2024 PWD 88502 1 | ₹7.1 L+₹37,309.50 (5.54%) | L4 | Rejected-Finance L4 |
| 5 | L5₹7.5 L+₹74,218.25 (11.0%)Rejected-Finance | ₹7.5 L+₹74,218.25 (11.0%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/s rachin chaudhary L4 | Nav Raj Singh L3 | Rajender Kumar L1 | H.N.Bhardwaj L2 | Jai Raj Thakur L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Preparation of sub grade by dressing to camber earth work for the cutting in volved for sub -grade to be paid separatly depending upon the classification of soil complete as per HPPWD sepecification | 335 | Per SquareMetre. | 99 ₹33,165 | 1.47 ₹492.45 Lowest | 1.5 ₹502.5 | 2 ₹670 | 1.6 ₹536 |
| 2.00 | Construction of sub-grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rolling the sub-grade completed as per HPPWD sepecification | 335 | Per SquareMetre. | 127 ₹42,545 | 1.52 ₹509.2 | 1.5 ₹502.5 Lowest | 2 ₹670 | 1.6 ₹536 |
| 3.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. | 33.5 | Per cubic meter. | 1,500 ₹50,250 Lowest | 1,690.84 ₹56,643.14 | 1,550 ₹51,925 | 1,990 ₹66,665 | 1,600 ₹53,600 |
| 4.00 | Earth work in excavations for structure as per drawing and technical specifications clause 305.1 (Clause ThreeHundred Five point One) including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge. | 44.25 | Per Cubic Meter. | 99 ₹4,380.75 Lowest | 280 ₹12,390 | 175 ₹7,743.75 | 200 ₹8,850 | 180 ₹7,965 |
| 5.00 | Providing and laying concrete for plain/reinforced concrete in open foundations complete as par drawings and technical specifications C- 802, 803, 1202 & 1203(Clause - Eight hundred Two, Eight hundred Three, One thousand Two hundred Two and One thousand Two hundred Three) 1:4:8. (One Cement : Four Sand : Eight graded stone) aggregate 25 mm nominal size and curing complete including the cost of form work and carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-Charge. | 79.5 | Per Cubic Meter. | 3,800 ₹3,02,100 Lowest | 3,897 ₹3,09,811.5 | 3,800 ₹3,02,100 Lowest | 3,900 ₹3,10,050 | 4,560 ₹3,62,520 |
| 6.00 | Providing and laying Concrete PCC grade M-20 grade 1:2:4 (one cement: Two sand: Four graded hard stone aggregate) M-20(Twenty millimeter)nominal size for plain/reinforced concrete in open foundation complete as per drawing and HP PWD techinical specifications clause 802, 803, 1202 & 1203 i/c carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge. | 61 | Per Cubic Meter. | 4,200 ₹2,56,200 Lowest | 4,670 ₹2,84,870 | 4,800 ₹2,92,800 | 4,500 ₹2,74,500 | 4,944 ₹3,01,584 |
| 7.00 | Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm (One Hundred ) dia AC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 (Clause - Six hundred Fourteen, Seven hundred Nine, One thousand Two hundred Four point Three point Seven) ),including hauling /carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge | 34 | Each | 300 ₹10,200 | 250 ₹8,500 | 250 ₹8,500 | 200 ₹6,800 Lowest | 250 ₹8,500 |
| 8.00 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 in granular material and as per direction of the Engineer-in Charge, including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge. | 16.95 | Per Cubic Meter. | 700 ₹11,865 | 900 ₹15,255 | 550 ₹9,322.5 | 499 ₹8,458.05 Lowest | 730 ₹12,373.5 |
Tender Value
₹8.3 L
EMD Value
₹16,900
Closing Date
2 Jul 2022, 10:30 amClosed
EXECUTIVE ENGINEER
SARAHAN DIVISION HPPWD SARAHAN
C/o Bhagyanaghat Lana Mieu road km 0/0 to 5/0 (SH- P/L Soling G-I and bed concrete from RD 2/390 to 2/440, 2/455 to 2/505 and C/O R/Wall at RD 4/910 to 4/925 ) Under SCSP Deposit.
2022_PWD_62154_10
No.PW.SRN.Estt-tender-2361 dt. 24.6.22
Open Tender
Civil Works - Roads
Item Rate
30 days
SARAHAN DIVISION HPPWD SARAHAN
Please refer Tender documents.
11 documents required · 11 mandatory
₹350
₹16,900
12 Sept 2026
25 Jun 2022
2 Jul 2022
25 Jun 2022
2 Jul 2022
25 Jun 2022
Amount
Preparation of sub grade by dressing to camber earth work for the cutting in volved for sub -grade to be paid separatly depending upon the classification of soil complete as per HPPWD sepecification
Construction of sub-grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rolling the sub-grade completed as per HPPWD sepecification
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.
Earth work in excavations for structure as per drawing and technical specifications clause 305.1 (Clause ThreeHundred Five point One) including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.
Providing and laying concrete for plain/reinforced concrete in open foundations complete as par drawings and technical specifications C- 802, 803, 1202 & 1203(Clause - Eight hundred Two, Eight hundred Three, One thousand Two hundred Two and One thousand Two hundred Three) 1:4:8. (One Cement : Four Sand : Eight graded stone) aggregate 25 mm nominal size and curing complete including the cost of form work and carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-Charge.
Providing and laying Concrete PCC grade M-20 grade 1:2:4 (one cement: Two sand: Four graded hard stone aggregate) M-20(Twenty millimeter)nominal size for plain/reinforced concrete in open foundation complete as per drawing and HP PWD techinical specifications clause 802, 803, 1202 & 1203 i/c carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.
Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm (One Hundred ) dia AC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 (Clause - Six hundred Fourteen, Seven hundred Nine, One thousand Two hundred Four point Three point Seven) ),including hauling /carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 in granular material and as per direction of the Engineer-in Charge, including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.
H.N.Bhardwaj
Nav Raj Singh
M/s rachin chaudhary
Jai Raj Thakur
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