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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.5 Cr+₹8.5 L (3.43%)Admitted-Finance | ₹2.5 Cr+₹8.5 L (3.43%) | L2 | Admitted-Finance |
| 3 | L3₹3.1 Cr+₹64.1 L (26.0%)Admitted-Finance | ₹3.1 Cr+₹64.1 L (26.0%) | L3 | Admitted-Finance |
| 4 | L4₹3.1 Cr+₹66.6 L (27.1%)Admitted-Finance | ₹3.1 Cr+₹66.6 L (27.1%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non - Responsive |
| Sl No | Description | Qty | Unit | M/S DAROGA PRADHAN L1 | ANIL BUILDCON INDIA PRIVATE LIMITED L2 | MANOJ KUMAR SINGH L4 | MS GIRIRAJ STONE WORKS L3 |
|---|---|---|---|---|---|---|---|
| 1.00Site Cleaning and dewatering will all labour all complete job as per MORT & H specification and direction of E/I. | |||||||
| 1.01 | (i) Usri Bridge in Km. 245 of NH-114A | 400 | Nos | 240 ₹96,000 Lowest | 250 ₹1,00,000 | 295 ₹1,18,000 | 294 ₹1,17,600 |
| 1.02 | (ii) Barakar Bridge in Km. 260 of NH-114A | 100 | Nos | 240 ₹24,000 Lowest | 250 ₹25,000 | 295 ₹29,500 | 294 ₹29,400 |
| 1.03 | (iii) Barakar Bridge in Km. 46 of NH-419 | 100 | Nos | 240 ₹24,000 Lowest | 250 ₹25,000 | 295 ₹29,500 | 294 ₹29,400 |
| 1.04Earth 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 as per MORT & H specification and direction of E/I | |||||||
| 1.05 | (i) Usri Bridge in Km. 245 of NH-114A | 18 | M3 | 100 ₹1,800 Lowest | 105 ₹1,890 | 134.6 ₹2,422.8 | 133 ₹2,394 |
| 1.06 | (ii) Barakar Bridge in Km. 260 of NH-114A | 105 | M3 | 100 ₹10,500 Lowest | 105 ₹11,025 | 134.6 ₹14,133 | 133 ₹13,965 |
| 1.07 | (iii) Barakar Bridge in Km. 46 of NH-419 | 2,479 | M3 | 100 ₹2,47,900 Lowest | 105 ₹2,60,295 | 134.6 ₹3,33,673.4 | 133 ₹3,29,707 |
| 1.08Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 as per MORT & H specification and direction of E/I. | |||||||
| 1.09 | (i) Barakar Bridge in Km. 260 of NH-114A | 410.75 | M3 | 4,400 ₹18,07,300 Lowest | 4,800 ₹19,71,600 | 5,668 ₹23,28,131 | 5,600 ₹23,00,200 |
Tender Value
₹3.1 Cr
EMD Value
₹6.3 L
Closing Date
18 Sept 2020, 3:00 pmClosed
Executive Engineer, NH Division, Dhanbad
Executive Engineer, NH Division, Dhanbad
Rehabilitation /Repair of Bridges under N.H. Division, Dhanbad (i) Usari Bridge in Km. 245 of NH-114A (ii) Barakar Bridge in Km. 260 of NH-114A (iii) Barakar Bridge in Km. 46 of NH-419 in the State of Jharkhand.
2020_MoRTH_577260_1
NH/Dhanbad/03/2020-21
Open Tender
Civil Works - Roads
Item Rate
271 days
Dhanbad
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
PAO (NH) Kolkata code number -034756 and DDO Code
₹6.3 L
Yes
CE NH WING, JHARKHAND, RANCHI
1 Dec 2020
18 Aug 2020
24 Sept 2020
18 Aug 2020
18 Sept 2020
18 Aug 2020
2 Sept 2020
Amount
Site Cleaning and dewatering will all labour all complete job as per MORT & H specification and direction of E/I.
(i) Usri Bridge in Km. 245 of NH-114A
(ii) Barakar Bridge in Km. 260 of NH-114A
(iii) Barakar Bridge in Km. 46 of NH-419
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 as per MORT & H specification and direction of E/I
(i) Usri Bridge in Km. 245 of NH-114A
(ii) Barakar Bridge in Km. 260 of NH-114A
(iii) Barakar Bridge in Km. 46 of NH-419
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 as per MORT & H specification and direction of E/I.
(i) Barakar Bridge in Km. 260 of NH-114A
(ii) Barakar Bridge in Km. 46 of NH-419
Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification as per MORT & H specification and direction of E/I.
(i) Usri Bridge in Km. 245 of NH-114A
(ii) Barakar Bridge in Km. 260 of NH-114A
(iii) Barakar Bridge in Km. 46 of NH-419
Eproxy bonding of new concrete to old concrete concrete of RCC Pile cap structure as per MORT & H specification and direction of E/I.
(i) Usri Bridge in Km. 245 of NH-114A
(ii) Barakar Bridge in Km. 260 of NH-114A
(iii) Barakar Bridge in Km. 46 of NH-419
Drainage Spouts complete as per drawing and Technical specification as per MORT & H specification and direction of E/I.
(i) Usri Bridge in Km. 245 of NH-114A
(ii) Barakar Bridge in Km. 260 of NH-114A
(iii) Barakar Bridge in Km. 46 of NH-419
Replacement of Expansion Joints complete as per drawings as per MORT & H specification and direction of E/I.
(i) Usri Bridge in Km. 245 of NH-114A
(ii) Barakar Bridge in Km. 260 of NH-114A
(iii) Barakar Bridge in Km. 46 of NH-419
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation as per MORT & H specification and direction of E/I.
(i) Usri Bridge in Km. 245 of NH-114A
(ii) Barakar Bridge in Km. 260 of NH-114A
(iii) Barakar Bridge in Km. 46 of NH-419
Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 as per MORT & H specification and direction of E/I.
(i) Usri Bridge in Km. 245 of NH-114A
(ii) Barakar Bridge in Km. 260 of NH-114A
(iii) Barakar Bridge in Km. 46 of NH-419
Painting Two Coats on New Concrete Surface Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per MORT & H specification and direction of E/I.
(i) Usri Bridge in Km. 245 of NH-114A
(ii) Barakar Bridge in Km. 260 of NH-114A
(iii) Barakar Bridge in Km. 46 of NH-419
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface and concrete surface etc. complete as per MORT & H specification and direction of E/I.
(i) Usri Bridge in Km. 245 of NH-114A
(ii) Barakar Bridge in Km. 260 of NH-114A
(iii) Barakar Bridge in Km. 46 of NH-419
Providing and laying bituminous concrete Grading II with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic 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 as per MORT & H specification and direction of E/I.
(i) Barakar Bridge in Km. 46 of NH-419
Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 0C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515 as per MORT & H specification and direction of E/I.
(ii) Barakar Bridge in Km. 260 of NH-114A
(iii) Barakar Bridge in Km. 46 of NH-419
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per MORT & H specification and direction of E/I.
(i) Barakar Bridge in Km. 260 of NH-114A
(ii) Barakar Bridge in Km. 46 of NH-419
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 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each as per MORT & H specification and direction of E/I.
(i) Usri Bridge in Km. 245 of NH-114A
Plain/Reinforced Cement Concrete in Open Foundation PCC Grade M30 complete as per Drawing and Technical Specifications Using Concrete Mixer as per MORT & H specification and direction of E/I.
(i) Usri Bridge in Km. 245 of NH-114A
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :
(i) Usri Bridge in Km. 245 of NH-114A
Plain/Reinforced cement concrete in super-structure PCC Grade M20 complete as per drawing and Technical Specifications as per MORT & H specification and direction of E/I.
(i) Barakar Bridge in Km. 260 of NH-114A
ANIL BUILDCON INDIA PRIVATE LIMITED
MS GIRIRAJ STONE WORKS
MANOJ KUMAR SINGH
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