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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAdmitted-Finance | ₹3.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.9 Cr+₹1.9 L (0.50%)Admitted-Finance | ₹3.9 Cr+₹1.9 L (0.50%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical H NO 06 CHOWKIDINGHEE DIBRUGARH P O C R BUILDING P S DIBRUGARH DIST DIBRUGARH PIN 786003 ASSAM | DIBRUGARH | ASSAM | 786003 | - | - | Rejected-Technical Non-Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | PUNA HINDA L2 | N M Enterprises L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) | 65.59 | Hect | 67,206 ₹44,08,377.57 Lowest | 67,206 ₹44,08,377.57 Lowest |
| 2.00 | Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.) | 72,180.05 | Sqm | 95 ₹68,57,104.75 Lowest | 95 ₹68,57,104.75 Lowest |
| 3.00 | Maintenance of Culverts Slab type (Maintenance of Slab type Culvert by way of Cleaning, Clearing, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908). | 63 | No | 2,963 ₹1,86,669 Lowest | 2,963 ₹1,86,669 Lowest |
| 4.00 | Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m(Thickness 75 mm) | 1,142 | Sqm | 165 ₹1,88,430 Lowest | 165 ₹1,88,430 Lowest |
| 5.00 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | 85.65 | Cum | 19,398 ₹16,61,438.7 Lowest | 19,398 ₹16,61,438.7 Lowest |
| 6.00 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)
(i) For grading-II material | 5,829.6 | Sqm | 950 ₹55,38,120 Lowest | 950 ₹55,38,120 Lowest |
| 7.00 | Fog Spray (Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing.) | 1,32,585.08 | Sqm | 31 ₹41,10,137.48 | 29 ₹38,44,967.32 Lowest |
| 8.00 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) | 5,710.3 | Sqm | 764 ₹43,62,669.2 Lowest | 764 ₹43,62,669.2 Lowest |
| 9.00 | Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) | 2,074 | Each | 822 ₹17,04,828 Lowest | 822 ₹17,04,828 Lowest |
| 10.00 | Painting on concrete surface (Providing and applying 2 coats of synthetic enamel paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) | 5,784 | Sqm | 122.86 ₹7,10,622.24 | 122 ₹7,05,648 Lowest |
Tender Value
₹3.9 Cr
EMD Value
₹3.9 L
Closing Date
5 Feb 2024, 3:00 pmClosed
Executive Engineer, Pasighat HW Div, PWD, AP
Office of the Executive Engineer, Pasighat HW Div, PWD, AP
Repair and Maintenance works on Jonai-Pasighat Road section of NH-515 from Km 510.00 to Km 522.00, Km 522.00 to Km 536.00 and Km 536.00 to Km 550.150 under STMC in the state of Arunachal Pradesh.
2024_MoRTH_792373_1
RW/ITA/STMC/Ar.Pr/23-24/8
Open Tender
Civil Works - Roads
Item Rate
365 days
NH-515
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,000
Regional Pay and Accounts Officer
₹3.9 L
Pasighat, AP
4 Mar 2024
30 Jan 2024
6 Feb 2024
30 Jan 2024
5 Feb 2024
30 Jan 2024
1 Feb 2024
Amount
Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)
Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)
Maintenance of Culverts Slab type (Maintenance of Slab type Culvert by way of Cleaning, Clearing, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908).
Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m(Thickness 75 mm)
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2) (i) For grading-II material
Fog Spray (Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing.)
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973)
Painting on concrete surface (Providing and applying 2 coats of synthetic enamel paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
Maintenance of Road signs by way of cleaning and repainting of mandatory/regulatory/ cautionary/ informatory and place identifications sign board as per drawings and technical specifications Clause 1910
Gabian Structure for Retaining Earth (Providing and construction of a gabain structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire)
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification A. Granular material
PUNA HINDA
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