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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 CrAccepted-AOC | ₹1.2 Cr | 1 | Accepted-AOC Qualified |
| 2 | 2₹1.3 Cr+₹7.9 L (6.53%)Rejected-Finance 224 KAILASH NAGAR SHOBHAPUR COLONY DISTRICT BETUL MADHYA PRADESH PIN 460449 | BETUL | MADHYA PRADESH | 460449 | ₹1.3 Cr+₹7.9 L (6.53%) | 2 | Rejected-Finance Not Qualified |
| 3 | 3₹1.3 Cr+₹13.4 L (11.1%)Rejected-Finance | ₹1.3 Cr+₹13.4 L (11.1%) | 3 | Rejected-Finance Not Qualified |
| 4 | 4₹1.3 Cr+₹13.4 L (11.1%)Rejected-Finance | ₹1.3 Cr+₹13.4 L (11.1%) | 4 | Rejected-Finance Not Qualified |
| 5 | 5₹1.4 Cr+₹16.9 L (14.0%)Rejected-Finance | ₹1.4 Cr+₹16.9 L (14.0%) | 5 | Rejected-Finance Not Qualified |
Tender Value
₹1.3 Cr
EMD Value
₹2.7 L
Closing Date
26 Dec 2019, 2:00 pmClosed
Chief Engineer, PWD(Roads), Assam
O/o the Chief Engineer, PWD(Roads), Assam
Reconstruction of Tengaguri to Phalihamari road under SOPD-FDR for the year 2019-20
2019_PWD_15050_1
CE/Commn/34 /2019-20Tengaguri to Phalihamari road
Open Tender
Civil Works – Roads
Item Rate
273 days
Morigaon
Please refer Tender documents.
5 documents required · 5 mandatory
₹4,000
Yes
Empowered Officer, ASRB
₹2.7 L
Yes
28 Jul 2020
29 Nov 2019
26 Dec 2019
29 Nov 2019
26 Dec 2019
29 Nov 2019
29 Nov 2019 - 26 Dec 2019
Amount
Construction of embankment with materials obtained from borrowpits, with initial lead up to 3km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including land compensation of earth)
Construction of earthen shoulders & Subgrade with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of table 300.2 (including compansation of earth)
Construction of granular sub-base by prevelling well gradeed material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achive the desired, conplete as per Technical Specification Clause.401 (ii) For Grading Material (Gr-II) GSB
Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density Grading-II (B) By manual Means (c. using screening type-B) 11.2mm aggregate
Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density Grading-III (B) By mechanical Means (c. using screening type-B)
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
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. in ordinary soil, manual means
Plain cement concrete M10 (1:3:6) nominal mix) in levelling course below open foundation of Head walls as per drawingfs & technical specfication claquse 1109
Plain/Reinforced Cement Concrete in Sub-structure complete as per Drawing and Technical Specifications. C. RCC Grade M20, Case-I: Using Concrete mixer
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3, With crushed stone
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
Supplying and driving sal piles 25cm to 30cm dia. Dressed to heart wood including making length in every 30 cm interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.) With Rod monkeyand crab winch, Portion of pile actually driven underground.
Supplying and driving sal piles 25cm to 30cm dia. Dressed to heart wood including making length in every 30 cm interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.) With Rod monkeyand crab winch, Portion of pile actually driven above ground.
Supplying, fitting and fixing timber beam and bearing beam rectangular in size fitted with M.S. etc. supplying spikes etc. as necessary and coal tarring two (2) coats with best tar applied hot as directed (tRate is inclusive of cost of the required quantity of tar.), Using Sal Timber
Sal Wood work including supplying , fitting and fixing complete with necessary M.S. bolts, nuts, nails, screw etc. and coal tarring two (2) coats with best tar applied hot( Rate is inclusive of the cost of the required quantity of tar.) , Underssed wood work in floor planks, collars, bracing, standards, wheel guards, struts and railings, runner belts, rail, posts etc.
Sal Wood work including supplying , fitting and fixing complete with necessary M.S. bolts, nuts, nails, screw etc. and coal tarring two (2) coats with best tar applied hot( Rate is inclusive of the cost of the required quantity of tar.), In track way planks (alternate nailing to be done with decking in a seggragate way.)
Azar or Nahar or Nageswar or zarul ofr sundi or gamari wood works including supplying , fitting , and fixing complete with necessary M.S. bolts, nuts, nails scerws etc. and coal tarring two coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar.), Undressed in floor planks, collars, bracing, standards, wheel guards, struts and railings, runner belts, rail, posts etc
Labour for fitting and fixing RSJ beam, old CI saddle etc. in position including necessary scaffolding, and fixing ncessary bolts and nuts, painting two coats complete (Tar/-Steel/paints to be supplied by the contractor at his own costs)
Labour for making "U" shapeed flat iron strap 0.5mX0.3m size from 150mmX12mm size MS flat including providing 10 bolts holes and fitting with 0.35m long 20mm dia MS bolts including fitting tightly withbearing beam, pile and RSJ beams etc. as diected by the Department.
Labour for scarfing and joining piles 25 cm to 30 cm dia Dressed to heartwood 90 cm. In length includng supplying, fitting and fixing with 2 nos. of 50 mmX 10 mm MS FI clamps and 16 mm dia MS bolts and nuts etc. complete as directed
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Tirupati Construction Co
North East Plantations & Commercial Pvt Ltd
BIPUL MEDHI
Gautam Bagaria
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