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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹3.0 L (2.89%)Admitted-Finance | ₹1.1 Cr+₹3.0 L (2.89%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹10.4 L (10.1%)Admitted-Finance | ₹1.1 Cr+₹10.4 L (10.1%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | PURNAGIRI CONSTRUCTION CO. L3 | M/s SURESH CHANDRA BAJETHA L2 | CHAND CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00 | Gravel/Soil-Aggregate Base (Table 400.2) Grading A Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 of MORD Grading A | 180 | cum. | 1,543 ₹2,77,740 | 1,300 ₹2,34,000 Lowest | 1,401.6 ₹2,52,288 |
| 2.00 | Water Bound Macadam Sub-base/base : WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes towater bound macadam specification including spreading in uniform thickness, handpacking, 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 2 as per
Technical Specification Clause 405.. By Mechanical Means | 90 | cum. | 2,245 ₹2,02,050 | 1,600 ₹1,44,000 Lowest | 2,037.24 ₹1,83,351.6 |
| 3.00 | Water Bound Macadam Sub-base/base : WBM Grading 3
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 3 as per Technical Specification Clause 405.. By Mechanical Means | 213.75 | cum. | 2,240 ₹4,78,800 | 1,600 ₹3,42,000 Lowest | 2,037.24 ₹4,35,460.05 |
| 4.00 | Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 2,992.5 | sqm. | 35 ₹1,04,737.5 | 25 ₹74,812.5 Lowest | 31.73 ₹94,952.03 |
| 5.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 14,490 | sqm. | 11.5 ₹1,66,635 | 10 ₹1,44,900 Lowest | 10.84 ₹1,57,071.6 |
| 6.00 | Providing and laying Dense Bituminous Macadam with the use of batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.Grading II - 26.5mm nominal size | 793.5 | cum. | 7,493 ₹59,45,695.5 | 7,000 ₹55,54,500 | 6,801.18 ₹53,96,736.33 Lowest |
| 7.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 14,490 | sqm. | 10 ₹1,44,900 | 10 ₹1,44,900 | 9.13 ₹1,32,293.7 Lowest |
| 8.00 | Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.:for Grading-II (bituminous binder @ 5.4 % of mix) | 434.7 | cum. | 8,850 ₹38,47,095 | 8,700 ₹37,81,890 | 8,033.26 ₹34,92,058.12 Lowest |
| 9.00 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 572 | cum. | 350 ₹2,00,200 | 350 ₹2,00,200 | 325.22 ₹1,86,025.84 Lowest |
| 10.00 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Ordinary Kilometer Stone (Precast) | 5 | nos. | 2,640 ₹13,200 | 2,500 ₹12,500 | 2,038.24 ₹10,191.2 Lowest |
Tender Value
Refer Docs
EMD Value
₹2.9 L
Closing Date
14 Jan 2025, 1:00 pmClosed
SE 3rd Circle PWD Pithoragarh
SE 3rd Circle PWD Pithoragarh
Improvement work of motor road from Banbasa Canal Gate to Devipura Dhanush bridge under Banbasa area of Champawat assembly constituency of district Champawat. Under Honorable Chief Ministers announcement no. 158/2024,
2024_pwd_79107_3
6242/208C(Yata-D)-03/2024 Dated 17-12-2024
Open Tender
Civil Works - Roads
Item Rate
270 days
Champawat
As per bid documents
3 documents required · 3 mandatory
₹5,900
EE PD PWD Champawat
₹2.9 L
SE 3rd Circle PWD Pithoragarh
4 Feb 2025
24 Dec 2024
14 Jan 2025
24 Dec 2024
14 Jan 2025
25 Dec 2024
3 Jan 2025
Amount
Gravel/Soil-Aggregate Base (Table 400.2) Grading A Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 of MORD Grading A
Water Bound Macadam Sub-base/base : WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes towater bound macadam specification including spreading in uniform thickness, handpacking, 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 2 as per Technical Specification Clause 405.. By Mechanical Means
Water Bound Macadam Sub-base/base : WBM Grading 3 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 3 as per Technical Specification Clause 405.. By Mechanical Means
Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing and laying Dense Bituminous Macadam with the use of batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.Grading II - 26.5mm nominal size
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.:for Grading-II (bituminous binder @ 5.4 % of mix)
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Ordinary Kilometer Stone (Precast)
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Hectometer stone (Precast)
Excavation in soil with Dozer with lead upto 100m Excavation for roadway in soil by mechenical means including cutting and pushing the earth to site of embankment upto a distance of 100m , including trimming bottom and side slopes in accordance with requirements of lines , grades and cross-sections.
M/s SURESH CHANDRA BAJETHA (BID ID -355928)
PURNAGIRI CONSTRUCTION CO. (BID ID -355920)
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