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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAdmitted-Finance | ₹2.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.9 Cr+₹12.9 L (4.58%)Admitted-Finance | ₹2.9 Cr+₹12.9 L (4.58%) | L2 | Admitted-Finance |
| 3 | L3₹3.1 Cr+₹32.7 L (11.7%)Admitted-Finance | ₹3.1 Cr+₹32.7 L (11.7%) | L3 | Admitted-Finance |
| 4 | L4₹3.1 Cr+₹34.3 L (12.2%)Admitted-Finance | ₹3.1 Cr+₹34.3 L (12.2%) | L4 | Admitted-Finance |
| 5 | L5₹3.8 Cr+₹95.9 L (34.2%)Admitted-Finance | ₹3.8 Cr+₹95.9 L (34.2%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Omni Enterprise L5 | Vertex Construction L6 | Trident Enterprises L3 | Ms N Chisho Swu and Sons L4 | M/S Saramati Construction L1 | Innovative construction L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00NON-BITUMINOUS WORK. | |||||||||
| 2.00 | Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side ) | 10,540 | m | 4,21,600 ₹4,21,600 Lowest | 7,69,420 ₹7,69,420 | 7,27,260 ₹7,27,260 | 10,54,000 ₹10,54,000 | 4,74,300 ₹4,74,300 | 5,27,000 ₹5,27,000 |
| 3.00Providing, laying, spreading and compacting stone aggregates of specific sizes to WBM specification i/c spreading in uniform thickness, hand packing, rolling with three wheel steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregates, water and compacting to required density | |||||||||
| 4.00 | Grade-II material
Using Screening Type-B (13.2mm Agg.) | 2,292.46 | cum | 87,11,348 ₹87,11,348 | 93,57,821.72 ₹93,57,821.72 | 77,94,364 ₹77,94,364 | 52,72,658 ₹52,72,658 | 51,00,723.5 ₹51,00,723.5 Lowest | 59,60,396 ₹59,60,396 |
| 5.00 | Grade-III material
Using Screening Type-B (11.2mm Agg.) | 2,337.73 | cum | 93,50,920 ₹93,50,920 | 1,00,09,692.31 ₹1,00,09,692.31 | 84,15,828 ₹84,15,828 | 58,44,325 ₹58,44,325 | 52,01,449.25 ₹52,01,449.25 Lowest | 63,11,871 ₹63,11,871 |
| 6.00 | Construction of Subgrade and Earthen shoulders (Construction of Subgrade and Earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) | 1,422.9 | cum | 5,40,702 ₹5,40,702 | 5,69,302.29 ₹5,69,302.29 | 6,40,305 ₹6,40,305 | 6,97,221 ₹6,97,221 | 1,42,290 ₹1,42,290 Lowest | 5,40,702 ₹5,40,702 |
| 7.00BITUMINOUS WORK. | |||||||||
| 8.00 | Providing and applying primer coat on prepared surface with bitumen emulsion of granular base i/c cleaning of road surface and spraying primer @ 0.60 kg/sqm using mechanical means | 41,501.25 | sqm | 19,92,060 ₹19,92,060 | 20,83,362.75 ₹20,83,362.75 | 12,45,037.5 ₹12,45,037.5 | 20,75,062.5 ₹20,75,062.5 | 12,03,536.25 ₹12,03,536.25 Lowest | 19,92,060 ₹19,92,060 |
| 9.00 | Providing and applying tack coat with bitumen emulsion using pressure distributor @ 0.2 kg/sqm on prepared bitumenous/granular surface cleaned with mechanical broom | 41,501.25 | sqm | 5,81,017.5 ₹5,81,017.5 | 6,88,920.75 ₹6,88,920.75 | 4,56,513.75 ₹4,56,513.75 Lowest | 8,30,025 ₹8,30,025 | 7,05,521.25 ₹7,05,521.25 | 5,81,017.5 ₹5,81,017.5 |
| 10.00 | Providing , laying and rolling of open graded premix surfcing of 20mm thickness composed of 13.2mm to 5.8mm aggregate level aand gradeeither using penetration grade bitumen or cutback or emulsion to required line, grade and previously prepared base, including mixing in suitable plant, laying and rolling with a smooth wheeled roller 8-10 Tonne capacity, finished to required level and grade. | 41,501.25 | cum | 98,75,222.44 ₹98,75,222.44 | 83,00,250 ₹83,00,250 | 68,47,706.25 ₹68,47,706.25 Lowest | 95,45,287.5 ₹95,45,287.5 | 91,30,275 ₹91,30,275 | 77,19,232.5 ₹77,19,232.5 |
Tender Value
₹3.6 Cr
EMD Value
₹3.6 L
Closing Date
30 May 2022, 12:00 pmClosed
Chief Engineer PWD(NH)
NPWD Complex, Kohima Nagaland
Improvement of Riding Quality of road from km 5.460 to km 16.000 of NH-702A under NH division Mokokchung in the state of Nagaland for the year 2021-22
2022_MoRTH_686398_1
CE/NH/IRQP/2021-22/104
Open Tender
Civil Works - Highways
Item Rate
365 days
Km 5.46 to Km 16 of NH 702A
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹3.6 L
30 Aug 2022
29 Apr 2022
31 May 2022
29 Apr 2022
30 May 2022
16 May 2022
2 May 2022 - 16 May 2022
NON-BITUMINOUS WORK.
Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side )
Providing, laying, spreading and compacting stone aggregates of specific sizes to WBM specification i/c spreading in uniform thickness, hand packing, rolling with three wheel steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregates, water and compacting to required density
Grade-II material Using Screening Type-B (13.2mm Agg.)
Grade-III material Using Screening Type-B (11.2mm Agg.)
Construction of Subgrade and Earthen shoulders (Construction of Subgrade and Earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
BITUMINOUS WORK.
Providing and applying primer coat on prepared surface with bitumen emulsion of granular base i/c cleaning of road surface and spraying primer @ 0.60 kg/sqm using mechanical means
Providing and applying tack coat with bitumen emulsion using pressure distributor @ 0.2 kg/sqm on prepared bitumenous/granular surface cleaned with mechanical broom
Providing , laying and rolling of open graded premix surfcing of 20mm thickness composed of 13.2mm to 5.8mm aggregate level aand gradeeither using penetration grade bitumen or cutback or emulsion to required line, grade and previously prepared base, including mixing in suitable plant, laying and rolling with a smooth wheeled roller 8-10 Tonne capacity, finished to required level and grade.
Providing, laying seal coat sealing the voids in bituninous surface laid to the specified levels, grade and cross fall using Type A seal coats
RETAINING WALL
Earthwork in excation of foundation of structure as per drawing and technical specification including setting, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation.
Plain/Reinforced cement concrete in open foundation complete as per and technical specification.: PCC Grade M20
Stone Masonry Work in cement mortar 1:3 for substructure complete as per drawing and technical specification Course rubble masonry ( first sort )
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with a smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Granular materials
CULVERT
Earthwork in excavation of foundation of structures as per drawing and technical specification, incuding setting ,construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, back filling complete
Plain cement concrete in open foundation complete as per and technical specification. PCC Grade M20
Stone Masonry Work in Cement Mortar 1:3 for sub-structure complete as per Drawing and Technical Specifications. Course Rubble Stone Masonry( first sort )
Laying reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapet. 1000 mm dia
Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Granular materials
Providing dry rubble flooring below plain cement concrete flooring for water ways.
Reinforced cement concrete in sub-structure complete as per drawing and technical specifications: RCC M20
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
Innovative construction
Trident Enterprises
Ms N Chisho Swu and Sons
M/s Omni Enterprise
Vertex Construction
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