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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.9 CrAccepted-AOC | ₹12.9 Cr | L1 | Accepted-AOC Accepted by the Competent Authority as the 1st Lowest |
| 2 | L2₹14.6 CrRejected-AOC | ₹14.6 Cr | L2 | Rejected-AOC 2nd Lowest |
| 3 | L3₹15.9 CrRejected-AOC JOYNAGAR MIDDLE ROAD JOYNAGAR AGARTALA TRIPURA WEST 799001 | NA | NA | 799001 | ₹15.9 Cr | L3 | Rejected-AOC 3rd Lowest |
| 4 | L4₹18.4 CrRejected-AOC | ₹18.4 Cr | L4 | Rejected-AOC 4th Lowest |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹15.2 Cr
EMD Value
₹15.2 L
Closing Date
28 Sept 2020, 3:00 pmClosed
Executive Engineer NH Division Agartala
Office of the Executive Engineer PWD NH Division Netaji Chowmuhani Agartala Tripura West
Strengthening and improvement of riding quality of the road from Bishramganj HQ NH 8 to Melaghar Length 16.00 km via Nalchar under Inter State Connectivity ISC in the State of Tripura Under CRIF Scheme
2020_CEPWD_12390_1
PNIT No. 02/EE-NHD/PWD(NH)/AGT/2020-21
Open Tender
Civil Works - Roads
365 days
Bishramganj Shepahijala District
Please refer to the tender Document
7 documents required · 7 mandatory
₹5,000
via Payment Gateway
₹15.2 L
NH Division Agartala
12 Apr 2021
28 Aug 2020
29 Sept 2020
28 Aug 2020
28 Sept 2020
28 Aug 2020
28 Aug 2020 - 11 Sept 2020
14 Sept 2020
Amount
Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRT&H Technical Specification Clause 201.
Construction of sub grade and Earthen shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification clauses of section 300.
Road side Pucca drains. Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement) C. Trapezoidal drain ( Top clear width 600mm , bottom 300mm and clear depth 600mm (i) In Ordinary Soil
Tack Coat Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503.
Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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 MoRT&H specification clause No. 507 complete in all respects. ( ii)Grading II (50 mm Thick) (19 mm nominal size ) With Bitumen (60/70 Grade) VG-30.
Bituminous Concrete Providing and laying bituminous concrete 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 MORT&H specification clause No. 509 complete in all respects. ( ii)Grading II (30 mm Thick) (10 mm nominal size ) With Bitumen (60/70 Grade) VG-30.
Retro-refectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRT&H Technical Specification Clause 801.
(i)90 cm equilateral triangle
(iii)60 cm circular
Direction and Place Identification Signs with upto 0.9 sqm Size board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRT&H Technical Specification Clause 801.
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 refloctorising 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. as per MoRT&H Technical Specification Clause 803.
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per MoRT&H Technical Specification Clause 803. ( ii )Upto 10cm in width.
Kilo Metre Stone Reinforced cement concrete M 15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing, etc. as per drawing and MoRT&H Technical Specification Clause 804.
(i )5th Kilometre Stone (precast)
(ii )Ordinary Kilometre Stone(precast)
Road Delineators Providing and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings and as per MoRT&H Technical Specification Clause 805.
RCC guide Post Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL) M15 grade (with jhama brick aggregate) cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and MoRD Technical Specification Clause 1401.6. ( A )In Ordinary Soil
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 MoRT&H Technical Specification Clause 810.
Road Markers/Road Stud with Lense Reflector 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
JAHAR SUR CHOWDHURY
Debasish Das
SHIBU SAHA
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