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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.3 LAccepted-AOC 7 A PUNJABI BAGH RAISEN ROAD GOVINDPURA BHOPAL M P | RAISEN | MADHYA PRADESH | 462046 | L1 | Accepted-AOC LOWEST BIDDER FOR THE WORK | |
| 2 | L2₹70.9 L+₹4.5 L (6.72%)Rejected-AOC | L2 | Rejected-AOC OTHER THAN THE LOWEST BIDDER | |
| 3 | L3₹79.0 L+₹12.6 L (19.0%)Rejected-AOC | L3 | Rejected-AOC OTHER THAN THE LOWEST BIDDER |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
14 Dec 2020, 6:00 pmClosed
CWE BHOPAL
HQ CWE BHOPAL, SI LINES, BHOPAL, PIN-462001
SPECIAL REPAIR OF ROAD FROM BMT CHOWK TO MI ROOM AT 3 EME CENTRE BHOPAL
2020_MES_393992_1
83591/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
BHOPAL
AS PER NIT CONDITIONS
4 documents required · 4 mandatory
₹1,000
GE BHOPAL
₹1.3 L
Yes
30 Dec 2020
10 Nov 2020
16 Dec 2020
10 Nov 2020
14 Dec 2020
2 Dec 2020
Amount
M&L for repair to potholes of any depth, not exceeding 1 Sqm area including sweeping free from dust and mud or water scoring sunken surfaces in road, path etc. cutting around edges to atleast 25 mm in depth making good by filling in, screened & graded road metal watering and well rammimg (including supply of road metal), complete all as specified and directed.
Scarifying or picking up gravelled, macadam or bituminous macadam surfaces in area n exc 400 sqm, depth exc 50 mm and not exc 100 mm deep, complete all as specified and directed.
M&L for premixed bituminous macadam (75mm thick or less) with paving bitumen of VG-30 grade having 4% by weight of total mix, laid rolled and compacted to required camber and gradient by using 8 to 10 tonne power roller and vibrating roller, complete all as specifed and directed.
M&L for preparing existing black top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, and applying evenly a priming / tack coat with paving bitumen primer of VG 30 grade @ 5 Kg/10 Sqm on road surface for laying Bituminous premix asphaltic semi dense concrete/ Bituminous Macadam.
M&L for laying Bituminous premix asphaltic semi dense asphaltic concrete of 30 mm consolidated thickness with 5.5% binder content by weight of total mix, using paving bitumen of VG-30 grade by means of mechanised paver, rolled and compacted to required camber and gradient with 8 to 10 tonne power roller, complete all as specified and directed.
S&F Stud (cat eye) ABS body confirming to IRC 67-1977 having load capacity 40 tonnes giving reflection on both sides including fixing with epoxy complete all as specified and directed. Make: Dark Eye or equivalent model from TATA BP/ Birla 3M
S&F Solar stud/ strobe of glowing size 125x60 mm all as per manufacturer instructions, complete all as specified and directed. Make: Dark Eye/ Birla 3M/ Kataline.
Supply and fixing in repairs high density grade reflector/ delineator of 75 mm outer dia heavy duty steel pipe 900mm high with 300mm embedded in and incl PCC 1:3:6 type C2 using 40mm graded crushed stone aggregate with head cap hydraulic machine pressed and hold fast weld mesh two coats of black paint by hot pressing over a coat of red oxide and reflective strips 03 Nos. around the pipe in full perimeter all as per MOST and IRC specifications complete all as specified. Make :- ABS Engg Dark Eye or equivalent make as approved by GE.
M&L for road line painting with golden yellow/ white thermoplastic compound with reflectorised glass beads on bituminous road, providing and laying of hot applied thermoplastic compound 2.5 mm thick including glass beads @ 250 gm per sqm area thickness 2.5 mm is exclusive of surface applied, glass beads as per IRC-35 cleaning of old road marking paint. The finish surface to be level and uniform and free from streaks and holes in addition where arrows or letter to be provided thermoplastic compound may be hard splayed. The colour of compound shall be as directed. Make: Shalimark of STP Ltd, Kataline or equivalent as approved by GE. Note: The rates included for provision of red signals to keep off traffic from wet paint, cleaning road surfaces and working during odd hours when traffic is light.
M&L for Moorum filling in pavings, laid in layers not exc. 15 cm thick, spread, levelled and rammed to form uniform and consolidated surfaces including watering, leveling, complete all as specified and directed. Note. Consolidated thickness shall be measured and paid.
Demolition of brickwork or stone/ boulder masonry , built in cement mortar including all quions, arches, pillars, etc but excluding ashlar facings dressed stone work and precast articles.
Demolition of cement concrete (un-reinforced) in ground floors and paving n.exc 15 cm thickness (above or below ground level) complete all as specified and directed.
M&L for cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation, sub base concrete, complete all as specified and directed.
M&L for Old Size Brickwork with fly ash bricks, straight or curved on plan exc 6 m mean radius, built in cm 1:6 complete all as specified and directed.
M&L for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement, complete all as specified and directed.
M&L for cement concrete type B1 1:2:4 (20 mm graded stone agg) as in coping, benching etc for drain bed, edges of paver block and similar works all as specified and directed.
M&L for Stone kerb of roughly squared sand stones of size 20cm x 30cm, dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 6mm for top and exposed surfaces of sides and 20mm for the rest of surfaces jointed in cement mortar 1:6 and struck flush
M&L for Excavation in trenches n exc 1.5 m wide and n exc 1.5 m in depth beyond; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes etc n exc 10 sqm on plan and not 1.5 m depth and getting out complete in hard & dense soil as specified and directed.
M&L for concrete bed of PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) for 450 mm NP-2 pipe including packing under and haunching against the side of pipe complete after pipes are laid, jointed and tested complete as specified
M&L for Reinforced concrete pipes 450 mm dia, class NP2, laid and jointed complete with collars etc complete all as specified and directed by Engr-in-charge. Make: Shapers Pipe Industries, Bhopal/ Indian Hume Pipes/ Everest/ Himalaya/ Poona Concrete product
M&L for concrete bed of PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) for 600 mm NP-2 pipe including packing under and haunching against the side of pipe complete after pipes are laid, jointed and tested complete as specified
M&L for Reinforced concrete pipes 600 mm dia, class NP2, laid and jointed complete with collars etc complete all as specified and directed by Engr-in-charge. Make: Shapers Pipe Industries, Bhopal/ Indian Hume Pipes/ Everest/ Himalaya/ Poona Concrete product
Removing excavated material (soils) exc 250 m but n.exc 500 m and depositing where directed at a level not exc 1.5 m above the starting point, complete all as specified and directed
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. in hard & dense soil.
Notes for item No 1, 3, 4 & 5:- (i) Only minus price variation in qty of binder obtained from design mix shall be adjusted through minus price Rs 44/per kg of qty of binder. No adjustment for plus variation in qty of binder shall be admissible. (ii) Cost of testing charges, materials and transportations etc for job mix formula shall be inclusive in the unit rate and no extra payment shall be admissible on this account. (iii) Mix shall be obtained from hot mix plant and spreading shall be done by using mechanical paver and materials shall be transported in tipper (covered).
Note for all items: All items shall be executed as specified and directed by Engr-in-charge.
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