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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.3 CrAccepted-AOC | ₹1.3 Cr | 1 | Accepted-AOC L-1 |
| 2 | 2₹1.7 Cr+₹45.1 L (35.1%)Rejected-AOC | ₹1.7 Cr+₹45.1 L (35.1%) | 2 | Rejected-AOC L-2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical NON-RESPONSIVE |
Tender Value
₹1.7 Cr
EMD Value
₹3.5 L
Closing Date
30 Sept 2020, 1:00 pmClosed
Chief Engineer NH PWD Roads
O/o of the Chief Engineer, NH PWD roads, Meghalaya, Shillong
Improvement of accident prone location i.c road signs at 14th and 26th Km of Shillong-Jowai on NH-44 NEW NH6 in the state of Meghalaya. Job no.044-MG-2019-20-154
2020_MoRTH_583035_1
PW/CE/NH/37/2019
Open Tender
Civil Works
Item Rate
365 days
NH-44
Please refer Tender documents
3 documents required · 3 mandatory
₹2,000
Yes
Chief Engineer NH PWD Roads
₹3.5 L
Shillong
29 Aug 2023
10 Sept 2020
1 Oct 2020
10 Sept 2020
30 Sept 2020
10 Sept 2020
10 Sept 2020 - 16 Sept 2020
16 Sept 2020
Amount
3.13: 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,backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. This includes loading unloading, haulage , forest royalty and all aplicable taxes complete as directed (i) Ordinary rock
7.9: Random Rubble masonry (coursed) in cement sand mortar 1:3 in foundation unto a depth of 1.50m and 1.50m above.This includes loading unloading, haulage , forest royalty and all aplicable taxes complete as directed .
7.14: Dry boulder pitching in flooring
7.1: PCC 1:3:6 in Foundation:Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.This includes loading unloading, haulage , forest royality and all aplicable taxes complete as directed.
7.12: Cement plaster 12 mm thick in cement mortar 1:3. This includes loading unloading, haulage , forest royalty and all aplicable taxes complete as directed .
7.15: Providing and filling in foundation trenches and at the back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm thick including watering and compacting including all lead and lift.This includes loading unloading, haulage , forest royalty and all aplicable taxes complete as directed. (a) Filter media behind abutment wing and return wall (Boulder filling).
7.6: Steel reinforcement for R.C.C. works including bending, binding and placing in position.This includes loading unloading, haulage , forest royalty and all aplicable taxes complete as directed HYSD
7.3: Plain cement concrete M15 mix with aggregates 20 mm nominal size mechanically mixed and vibrated in superstructure upto 4m above and 1.5m from Bed Ground Level.This includes loading unloading, haulage , forest royalty and all aplicable taxes complete as directed.
8.7 : Painting Two Coats on New Concrete Surfaces:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.This includes loading unloading, haulage , forest royalty and all aplicable taxes complete as directed.
4.2 : Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) : Construction of granular sub-base by providing coarse graded material, 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.This includes loading unloading, haulage , forest royalty and all aplicable taxes complete as directed. (ii) For Grading- II Material
4.9 : Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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 aggregate, watering and compacting to the required density.This includes loading unloading, haulage , forest royalty and all aplicable taxes complete as directed (ii) Grading-II 63 mm to 45mm@ 0.91 cum per 10 sqm for compacted thickness of 75 mm
(iii) Grading-III 53 mm to 22.4 mm@ 0.91 cum per 10 sqm for compacted thickness of 75 mm
5.1: Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of0.60 kg/sqm using mechanical means.This includes loading unloading, haulage , forest royalty and all aplicable taxes complete as directed I. Low Porosity
5.2 : 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.This includes loading unloading, haulage , forest royality and all aplicable taxes complete as directed (iii)Granular surface treated with primer @0.3kg/sqm
5.3 : Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction. This includes loading unloading, haulage , forest royalty and all aplicable taxes complete as directed. (ii) For Grading II (19 mm nominal size)
5.7 :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 percent of mix and filler, transporting the hot mix towork 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 : 509 complete in all respects.This includes loading unloading, haulage , forest royalty and all aplicable taxes complete as directed. (ii) for Grading II (10 mm nominal size)
8.4 : Retro- reflectorised Traffic signs: Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide 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 M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. This includes loading unloading, haulage , forest royalty and all aplicable taxes complete as directed . (ii) 60 cm equilateral triangle
(iii) 60 cm circular
(iv) 80 mm x 60 mm rectangular
8.11 : 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. This includes loading unloading, haulage , forest royalty and all aplicable taxes complete as directed.
8.13 :Supplying 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 stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried orpressed into the ground and confirming to IRC-79 and the drawings.This includes loading unloading, haulage , forest royalty and all aplicable taxes complete as directed
8.17 :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.This includes loading unloading, haulage , forest royalty and all aplicable taxes complete as directed.
3.29 :Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres.
3.31 : Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres.This includes loading unloading, haulage , forest royalty and all aplicable taxes complete as directed.
7.17 :Laying Reinforced Cement Concrete Pipe NP3 / Prestressed Concrete Pipe on First Class Bedding in Single Row .This includes loading unloading, haulage , forest royalty and all aplicable taxes complete as directed. A. 1000 mm dia (Full Pipe)
B. 1000 mm dia (Half Pipe)
3.16 :Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.
Nibatskhem Marang
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