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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance 7TH MILESTONE CHUMUKEDIMA NAGALAND 797103 | DIMAPUR | NAGALAND | 797103 | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹1.1 L (0.70%)Admitted-Finance | ₹1.5 Cr+₹1.1 L (0.70%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Hi-Tech Construction & Co L1 | Innovative construction L2 |
|---|---|---|---|---|---|
| 1.00COST ESTIMATE FOR BOULDER SAUSAGE WALL | |||||
| 2.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)Ordinary soil | 193.2 | cum | 69,552 ₹69,552 Lowest | 70,518 ₹70,518 |
| 3.00 | Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.) | 936 | cum | 66,45,600 ₹66,45,600 Lowest | 67,39,200 ₹67,39,200 |
| 4.00Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification | |||||
| 5.00 | Granular Material | 49.68 | cum | 2,11,140 ₹2,11,140 Lowest | 2,13,624 ₹2,13,624 |
| 6.00ROAD WAY EXCAVATION | |||||
| 7.00 | Excavation in Soil using Hydraulic excavator and tippers with disposal lead upto 1000 metres (Excavation for roadwork with hydraulic excavator including cutting and loading in tippers,trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and leads upto 1000 m.) | 792 | cum | 1,90,080 ₹1,90,080 | 1,30,680 ₹1,30,680 Lowest |
| 8.00 | Excavation in Ordinary Rock using Hydraulic excavator and tippers with disposal lead upto 100 metres (Excavation for roadwork with hydraulic excavator including cutting and loading in tippers,trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and leads upto 1000 m.)
Height Upto 8.00 m (15.00 m to 135.00 m) = 6438 cum
Height 8.00 m - 16.00 m = 5022 cum
Height 16.00 m - 25.00 m = 2801.25 | 14,261.25 | cum | 28,52,250 ₹28,52,250 Lowest | 29,23,556.25 ₹29,23,556.25 |
| 9.00 | Granular Sub-base with Close Graded Material
By Mix in Place Method (Construction of granular sub-base by providing close gradedmaterial, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) | 180 | cum | 10,17,000 ₹10,17,000 | 10,08,000 ₹10,08,000 Lowest |
| 10.00 | Water Bound Macadam (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). Manual Means Gr-III Material | 67.5 | cum | 4,15,125 ₹4,15,125 Lowest | 4,18,500 ₹4,18,500 |
Tender Value
₹1.5 Cr
EMD Value
₹1.5 L
Closing Date
18 Nov 2024, 12:00 pmClosed
Chief Engineer PWD NH
Office of the Chief Engineer PWD NH Nagaland, Kohima
SR on NH 202 at 267 700 KM and 268 700 KM
2024_MoRTH_834547_1
NO. CE/NH/SR/2024-25/4
Open Tender
Civil Works - Highways
Item Rate
90 days
SR on NH 202 at 267 700 KM and 268 700 KM
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.5 L
21 Nov 2024
11 Nov 2024
19 Nov 2024
11 Nov 2024
18 Nov 2024
11 Nov 2024
COST ESTIMATE FOR BOULDER SAUSAGE WALL
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)Ordinary soil
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.)
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Granular Material
ROAD WAY EXCAVATION
Excavation in Soil using Hydraulic excavator and tippers with disposal lead upto 1000 metres (Excavation for roadwork with hydraulic excavator including cutting and loading in tippers,trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and leads upto 1000 m.)
Excavation in Ordinary Rock using Hydraulic excavator and tippers with disposal lead upto 100 metres (Excavation for roadwork with hydraulic excavator including cutting and loading in tippers,trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and leads upto 1000 m.) Height Upto 8.00 m (15.00 m to 135.00 m) = 6438 cum Height 8.00 m - 16.00 m = 5022 cum Height 16.00 m - 25.00 m = 2801.25
Granular Sub-base with Close Graded Material By Mix in Place Method (Construction of granular sub-base by providing close gradedmaterial, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
Water Bound Macadam (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). Manual Means Gr-III Material
COST ESTIMATE OF EARTHEN SIDE DRAIN
Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 1000 metres
Mechanical means
Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment within a lead of 1000 metres)
Mechanical Means
SLAB 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 with approved material. Ordinary Soil. Manual Means
Plain Cement Concrete in open foundation complete as per drawing and technical specification. PCC Grade M 15.
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20. Case I, Using Batching Planti) For Solid Slab Super-structure, (p) Height upto 5 m
Supplying , fitting and placing HYSD bar reinforcement in super structure complete as drawing and techncal specifications.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.A Granular Material
Innovative construction (BID ID -3121789)
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