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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.5 LAccepted-AOC MAIN BAZAR PAONTA SAHIB TEHSIL PAONTA SAHIB DISTRICT SIRMOUR H P | PAONTA SAHIB | SIRMOUR | HIMACHAL PRADESH | L1 | Accepted-AOC Not revalidated due to budget | |
| 2 | L2₹26.7 L+₹13,088.20 (0.49%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹28.3 L+₹1.7 L (6.46%)Rejected-Finance BANSAL COTTAGE BADRI NAGAR TEH PAONTA SAHIB SIRMAUR | SIRMAUR | HIMACHAL PRADESH | 173025 | L3 | Rejected-Finance L3 | |
| 4 | L4₹28.8 L+₹2.3 L (8.54%)Rejected-Finance | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | Chanana Cont. Works L1 | M/S Sharma Enterpirses L2 | H. C. Bansal Engg. & Contt. L3 | Manoj Chawla L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracyFor 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. including haulage of materials with in all leads, lifts and carriage of materials and as per the directions of the Engineer-in-Charge. | 726.6 | Per square metre. | 250 ₹1,81,650 Lowest | 367 ₹2,66,662.2 | 385 ₹2,79,741 | 290 ₹2,10,714 |
| 2.00 | 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,including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge. . | 7,266 | Per square metre | 15 ₹1,08,990 | 13 ₹94,458 Lowest | 15.5 ₹1,12,623 | 15 ₹1,08,990 |
| 3.00 | Providing and laying 30mm.(thirty milimetres) thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75(seventy five) tonnes per hour using crushed aggregate of specified grading, premixed with bitumenous binder at the rate of 5.5%(five point five percent) to 5.6 % (five point six percent) of mix and filler, transporting the hot mix to work site, laying with a hydraulic 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, including haulage of materials with in all leads, lifts and carriage of materials and as per the directions of the Engineer-in-Charge. | 217.98 | Per cubic metre | 9,900 ₹21,58,002 | 9,500 ₹20,70,810 Lowest | 9,850 ₹21,47,103 | 10,400 ₹22,66,992 |
| 4.00 | Earth work in excavation by mechnical means (Hydraulic excavator)/ manual means over areas ( 30 cm in depth 1.5 mtr in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 mtr and lift upto 1.5 mtr, as directed by Engineer-in-charge. | 70 | Per cubic metre | 100 ₹7,000 | 120 ₹8,400 | 220 ₹15,400 | 90 ₹6,300 Lowest |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge. | 34 | Per cubic metre | 2,900 ₹98,600 Lowest | 3,500 ₹1,19,000 | 4,200 ₹1,42,800 | 4,000 ₹1,36,000 |
| 6.00 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications | 400 | Per square metre | 250 ₹1,00,000 Lowest | 270 ₹1,08,000 | 320 ₹1,28,000 | 380 ₹1,52,000 |
Tender Value
₹30.6 L
EMD Value
₹53,400
Closing Date
29 Mar 2022, 10:30 amClosed
Executive Engineer
Executive Engineer HPPWD Division Paonta Sahib District Sirmour (HP)
Periodical Renewal on kolar Bilaspur road km 0/0 to 12/0. (SH-Providing and laying Penetration Macadam and 30mm bituminous concrete in km 5/0 to 6/0 and 6/0 to 7/0).for the AMP 2022-23.
2022_PWD_58314_12
Tender/2021-22-13485-13534 dated 14.03.2022
Open Tender
Civil Works - Roads
Item Rate
90 days
Paonta Sahib
Please refer tender document
13 documents required · 13 mandatory
₹1,500
₹53,400
24 Sept 2025
21 Mar 2022
29 Mar 2022
21 Mar 2022
29 Mar 2022
21 Mar 2022
Amount
Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracyFor 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. including haulage of materials with in all leads, lifts and carriage of materials and as per the directions of the Engineer-in-Charge.
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,including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge. .
Providing and laying 30mm.(thirty milimetres) thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75(seventy five) tonnes per hour using crushed aggregate of specified grading, premixed with bitumenous binder at the rate of 5.5%(five point five percent) to 5.6 % (five point six percent) of mix and filler, transporting the hot mix to work site, laying with a hydraulic 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, including haulage of materials with in all leads, lifts and carriage of materials and as per the directions of the Engineer-in-Charge.
Earth work in excavation by mechnical means (Hydraulic excavator)/ manual means over areas ( 30 cm in depth 1.5 mtr in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 mtr and lift upto 1.5 mtr, as directed by Engineer-in-charge.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.
Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications
M/S Sharma Enterpirses
H. C. Bansal Engg. & Contt.
Manoj Chawla
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