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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAdmitted-Finance TANAKPUR ROAD PITHORAGARH UTTARAKHAND | ₹2.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 Cr+₹27.6 L (11.4%)Admitted-Finance 0 ALAMCHAK RAMCHAURA GORAKHPUR GORAKHPUR UTTAR PRADESH 273158 | GORAKHPUR | UTTAR PRADESH | 273158 | ₹2.7 Cr+₹27.6 L (11.4%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | G. S. Matiyani And Sons L1 | SHIVAM CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00Part A Construction Work Providing super elevation and improvement of the gradient, including construction of Coolie Walls | |||||
| 1.01 | Super elevation | 1,637.5 | cum | 67.5 ₹1,10,531.25 Lowest | 110 ₹1,80,125 |
| 1.02 | Coolie Walling | 150 | cum | 1,449 ₹2,17,350 Lowest | 1,500 ₹2,25,000 |
| 2.00 | WBM Grading 1 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. By Mechanical Means | 2,227.5 | Cum | 2,376 ₹52,92,540 Lowest | 2,600 ₹57,91,500 |
| 3.00 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 650 | Cum | 67.5 ₹43,875 Lowest | 75 ₹48,750 |
| 4.00 | WBM Grading 2 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 2 as per Technical Specification Clause 405. By Mechanical Means | 1,546.88 | Cum | 2,466 ₹38,14,606.08 Lowest | 2,600 ₹40,21,888 |
| 5.00 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 600 | Cum | 67.5 ₹40,500 Lowest | 75 ₹45,000 |
| 6.00 | 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 | 1,546.88 | Cum | 2,556 ₹39,53,825.28 Lowest | 2,600 ₹40,21,888 |
| 7.00 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 600 | Cum | 67.5 ₹40,500 Lowest | 75 ₹45,000 |
| 8.00 | Cleaning of the existing WBM surface surface and laying 2 cm thick premix carpet over a tack coat (including cost of Tack coat ) with graded approved grit and bitumen including heating the bitumen to the required temperature and mixing either in mixer or in hand drums, including cartage of materials, maintenance of side patries, and watering them during operation for proper completion of the work including supply of all labour, material, machine, T&P etc, as per PWD Specification and as directed by the engineer-in-charge. (With VG-10 grade Bitumen) | 20,625 | Sq m | 360 ₹74,25,000 Lowest | 410 ₹84,56,250 |
Tender Value
Refer Docs
EMD Value
₹5 L
Closing Date
18 May 2023, 1:00 pmClosed
SE 3rd Circle PWD Pithoragarh
SE 3rd Circle PWD Pithoragarh
Improvement and painting work of Tawaghat Thanidhar motor road in assembly Dharchula of District Pithoragarh (Km 1.00 to Km 5.00) under State sector and 3 year maintenance work.
2023_pwd_57609_1
1955/58C(YataB)-03/2023 Dated 06-04-2023
Open Tender
Civil Works - Roads
Item Rate
365 days
Askote
As per bid documents
3 documents required · 3 mandatory
₹5,900
EE CD PWD Askote
₹5 L
SE 3rd Circle PWD Pithoragarh
9 Jun 2023
19 Apr 2023
18 May 2023
19 Apr 2023
18 May 2023
24 Apr 2023
24 Apr 2023
Amount
Part A Construction Work Providing super elevation and improvement of the gradient, including construction of Coolie Walls
Super elevation
Coolie Walling
WBM Grading 1 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. By Mechanical Means
Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
WBM Grading 2 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 2 as per Technical Specification Clause 405. By Mechanical Means
Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
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
Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
Cleaning of the existing WBM surface surface and laying 2 cm thick premix carpet over a tack coat (including cost of Tack coat ) with graded approved grit and bitumen including heating the bitumen to the required temperature and mixing either in mixer or in hand drums, including cartage of materials, maintenance of side patries, and watering them during operation for proper completion of the work including supply of all labour, material, machine, T&P etc, as per PWD Specification and as directed by the engineer-in-charge. (With VG-10 grade Bitumen)
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.18 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Manual Means
Construction of plum concrete parapets as per standard drawing with 40% plums and 60% P.C.C. 1:2:4 above 15 cm. thick base of P.C.C. 1:3:6 including supply of all material , labour and T&P etc. complete in all respect.
Part B Maintenance Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.18 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Manual Means
1st Year
2nd Year
3rd Year
Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
1st Year
2nd Year
3rd Year
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means In area of non-thorny jungle
1st Year
2nd Year
3rd Year
Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914
1st Year
2nd Year
3rd Year
Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat with bitumen emulsion, 20 mm thick pre-mix carpet using catonic bitumen emulsion and seal coat type B with bitumen emulsion 39.01 1st Year -Nil
1st Year
2nd Year
3rd Year
SHIVAM CONSTRUCTION
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