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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.5 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹60.0 L+₹4.2 L (7.59%)Rejected-AOC | L2 | Rejected-AOC Other than lowest bidder | |
| 3 | L3₹62.3 L+₹6.5 L (11.7%)Rejected-AOC HOUSE NO 102 LANE NO 4 C ANAND NAGAR BOHRI JAMMU 180002 J K | JAMMU | JAMMU AND KASHMIR | 180002 | L3 | Rejected-AOC Other than lowest bidder | |
| 4 | L4₹63.9 L+₹8.1 L (14.6%)Rejected-AOC | L4 | Rejected-AOC Other than lowest bidder | |
| 5 | L5₹64.9 L+₹9.1 L (16.3%)Rejected-AOC | L5 | Rejected-AOC Other than lowest bidder |
Tender Value
₹53 L
EMD Value
₹1.0 L
Closing Date
29 Sept 2018, 6:00 pmClosed
COL N S JOHAL
HQ 138 Works Engineers PIN-914138 C/O 56 APO
PROVN AND SPECIAL REPAIR TO ROADS UNDER GE 865 EWS
2018_MES_212316_1
138 WE/L-46/2018-19
Open Tender
Civil Works - Roads
Item Rate
180 days
GE 865 EWS
As per tender documents
7 documents required · 7 mandatory
₹1,000
GE 865 EWS
₹1.0 L
Yes
27 Aug 2021
6 Sept 2018
1 Oct 2018
6 Sept 2018
29 Sept 2018
20 Sept 2018
Amount
Surface excavation to required camber and gradient not exceeding 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and as directed.
Removing of excavated soils to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5metre above the starting point.
Rolling and consolidating formation surfaces in cutting with 8 to 12 tonne power roller, including filling in soft spots, depressions, etc. which occur during rolling (for portion coming in cutting/original ground only) to required camber and gradient, etc. including watering before or during rolling, all complete all as specified and as directed .
150 mm thick (spread thickness) soling (or sub base) with broken boulders or quarried stones of size range 100 to 50mm, deposited, spread, leveled in one layer, interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified and as directed.
150mm thick (compacted thickness) wet mix macadam (WMM), using clean crushed stone graded aggregate and grannular material like graded coarse sand mixed with water in mixing plant spread and rolled to a dense mass on a prepared sub base to gradient and camber required, with 8 to 12 tonne power rooler complete as specified and as directed (Note : WMM should be layed with mechanical paver)
Providing precast cement concrete 1:2:4 type B-I using 20mm graded crushed stone aggregate as in moulded kerb stone (mechanically manufactured), etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar (1:4) complete with joints to match complete all as specified and as directed.
100mm thick (Spread thickness) Moorum/Red bajri spread, rolled and consolidated to gradient and camber required complete all as specified and as directed.
Repair to pot holes any depth, not exc. 1 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, path etc. cutting around edges to at least 25mm in depth, making good by filling in screened and graded road metal, watering and well ramming. (including supply of road metal) complete all as specified.
Scarifying or picking up gravelled macadam or bituminous macadam surfaces area n exc. 400 Sqm and depth exc. 50mm but not exc. 100mm, stacking the serviceable material at site and removing the surplus material n exc. 50m, complete all as specified
75mm thick (compacted thickness) WBM with coarse aggregate of granite, trap or basalt stone of grading 2 (63 to 40mm size), spread, rolled and consolidated with power roller of 8 to 12 tonne to required gradient and camber, complete all as specified.
All as per srl item no 10.00 above but except material.
Preparing existing black top surfaces of road by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and providing evenly a priming/tack coat with bituminous primer viscosity of bitumen grade VG-10 @ 5.0 Kg per 10 Sqm and laying bituminous premix asphaltic semi-dense concrete 40 mm consolidated thickness with 5.5% binder (VG-30) content by weight of total mix, prepared in hot mix plant, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and rolled with 8 to 10 tonne power roller, complete all as specified and as directed. Note: Mixing to be carried out at Hot Mixing Plant and spreading by Mechanical paver
Preparing top surfaces of WBM/WMM of road by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc & providing evenly a priming/tack coat with bituminous primer viscosity of bitumen grade VG-10 @ 10.0 Kg per 10 Sqm and laying bituminous premix asphaltic semi-dense concrete 40 mm consolidated thickness with 5.5% binder (VG-30) content by weight of total mix, prepared in hot mix plant, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and rolled with 8 to 10 tonne power roller, complete all as specified and as directed. Note: Mixing to be carried out at Hot Mixing Plant and spreading by Mechanical paver
Delinators with new metal guide post/ delinator, high performance, 02 Nos, 100mm dia reflectors of high reflection, made of PMMA and mounted on mild steel pipe of 50mm bore, duly powder coated, anti-rust and anti-theft steel net. Height not less than 800mm, complete all as specified and as directed by Engineer-In-Charge. Make: Mode No- DA 952 GP of Dark Eye/ Gunnebo/ Yash/ Green-lite. Note: Cost of PCC, M-10 (1:3:6), type C-2 (using 40mm graded crushed stone aggregates) and earth work including excavation etc shall be deemed included in quoted rates.
Stud/cat eye, yellow colour, made of ABS material, having two high reflectors moulded in PMMA and welded with ABS plate tough ultrasonic welded process, dust and water replant, compact, highly impact resistance, fixing with nail/screws/fasteners/polymer adhesive to the road surface, after preparation and making even surface, complete all as specified and as directed by Engineer-In-Charge. Make: Mode No- DA 972(P) of Dark Eye/ Gunnebo/ Yash/ Green-lite.
Solar road stud, made of aluminium alloy of size 125x125x25mm, solar powered by monocrystal solar panel, having one high capacity Ni-Cd rechargeable battery for power back upto 12 Hrs and 3Nos LEDs-010mm each side total 6 Nos, viewer distance 1000 mtrs, fixing with nail/screws/fasteners/polymer adhesive to the road surface, after preparation and making even surface, complete all as specified and as directed by Engineer-In-Charge. Make: Mode No- DA 110 of Dark Eye/ Gunnebo/ Yash/ Green-lite.
Preparation of old bituminous surfaces of road by scratching old spots, oils, greasy spots etc and applying thermoplastic road marking paint as in sides of road, centre line, white or golden yellow colour of width upto 150mm as MORTH specification MOST 803.4 complete all as specified and as directed. Make :- Reliance Paint
Preparation new bituminous surfaces of road by scratching spots, oils, greasy spots etc and applying thermoplastic road marking paint as in sides of road, centre line, white or golden yellow colour of width upto 150mm as MORTH specification MOST 803.4 complete all as specified and as directed. Make :- Reliance Paint
rigdol construction
M/S SUMEET TRADING CORP
M.S Sharma Enterprises
M/S GLOBAL ENGINEERS
ASHOK KUMAR SHARMA
KAMLA CONSTRUCTION COMPANY
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