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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.7 LAccepted-AOC 79B MIG PHASE 1 INDIRA PURAM G M S ROAD DEHRADUN UK PIN 248171 | DEHRADUN | UTTARAKHAND | 248171 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹68.4 L+₹1.6 L (2.47%)Rejected-Finance H NO 1366 3 GALI NO 6 MATA ROAD NEAR HAPPY MODEL SCHOOL RAJIV NAGAR GURGAON 122 001 HARYANA | GURGAON | GURGAON | HARYANA | 122001 | L2 | Rejected-Finance Other than lowest bid. | |
| 3 | L3₹69.7 L+₹3.0 L (4.46%)Rejected-Finance D 249 GREEN ESTATE A2Z BUILDER DEVELOPERS NH 58 ROORKEE ROAD MODIPURAM MEERUT UP 250110 | MEERUT | MEERUT | UP | 250110 | L3 | Rejected-Finance Other than lowest bid. | |
| 4 | L4₹69.7 L+₹3.0 L (4.54%)Rejected-Finance H NO 02 BALLUPUR ROAD DEHRADUN UK PIN 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L4 | Rejected-Finance Other than lowest bid. | |
| 5 | L5₹72.4 L+₹5.7 L (8.50%)Rejected-Finance 95 A GOVIND NAGAR RACE COURSE OPP GURUDWARA DEHRADUN UK PIN 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L5 | Rejected-Finance Other than lowest bid. |
Tender Value
₹99.4 L
EMD Value
₹1.7 L
Closing Date
23 Dec 2024, 6:00 pmClosed
CWE(Hills) Dehradun
HQ CWE(Hills) Mall Road Dehradun Cantt 248003
SPECIAL REPAIR TO CERTAIN ROADS OF VARIOUS UNITS UNDER GE CLEMENT TOWN DEHRADUN
2024_MES_685104_1
85423/CLT/E8
Open Tender
Civil Works - Roads
Item Rate
150 days
GE Clement Town Dehradun
Class C cat a (v)
6 documents required · 6 mandatory
₹1,000
Yes
GE Clement Town
₹1.7 L
Yes
31 Jan 2025
22 Nov 2024
31 Dec 2024
22 Nov 2024
23 Dec 2024
9 Dec 2024
Amount
M&L for repair to pot holes any depth not exc 1 sqm each including sweeping free from dust and mud or water scouring sunken surface in roads, path etc cutting around edges to at least 30mm in depth and making good by applying tack coat @ 5 kgs per 10 Sqm with Paving Bitumen VG-10 grade and including laying premixed bituminious macadam with Paving Bitumen VG-30 grade @ 4% by weight of total mix, well rammed and sealed with paving Bitumen VG-30 grade @ 9.8 kgs per 10 Sqm blinded with 0.09 Cum of stone chipping of size 6.3mm and again well rammed and rolled using 8 to 10 tonne capacity power roller (including supply of pre-mixed macadam, binder and chipping), depth of pot holes exceeding 30 mm complete all as specified and directed.
M&L preparing black top surface by brushing with brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc on black top/concrete surfaces than applying evenly priming tack coat with paving Bitumen 60/70 or VG-30 grade over the prepared surface by mechanical sprayer @ 5 kgs/10 Sqm of surface area complete all as specified and directed.
M&L premix bituminous macadem laid, rolled and compacted to required gradient and camber consolidated thickness not exceeding 75 mm with 4% binder of paving Bitumen VG-30 grade, content by weight of total mix, mixed in hot mix plant and laid by mechanical paver finisher complete all as specified and directed.
M&L for applying bituminous premixed semi dense asphaltic concrete 30 mm thick (consolidated thickness) with 5.50% binder of paving Bitumen VG-30 grade, content by weight of total mix including cement filler, on surfaces, rolled compacted with using 8 to 10 tonne capacity power roller to achieve the required compactness, camber and gradient mixed in hot mix plant using design mix and laid by mechnaical paver finisher complete all as specified and directed. NOTE:-(i) The actual binder content used shall be as per optimised content based on approved job mix formula irrespective of what ever indicated in Sch 'A'. (ii) Price adjustment shall be done on MINUS side only @ Rs. 45,000/- per MT (without considering the permissible tolerance on minus side) with reference to binder content indicated in Sch 'A'. (iii) No Price adjustment for Bitumen shall be done for variation on plus side. (iv) Please note that SDAC to be laid immediately after laying of BM. In case the SDAC could not be laid within 48 hours of laying of BM, primer coat @ 3Kg / 10Sqm to applied over freshly prepared bituminous surface and nothing extra shall be paid by the Govt. on this account. No claim what so ever shall be entertained by Govt on this account.
M&L for preparation of existing bituminous surfaces, removing, dust, dirt grease and other foregion matters etc to receive the markign and M&L for thermo plastic (Reflective) line, dashes, arrows, letters etc of following size wide marking, having 2.5 mm thickness (average) of uniform surface finish conforming to BS 3262 (Part 1) 1989 read in conjunction with the MOST specification 803 clause 4.2.2 on bituminous surfaces in white/yelow clour and super imposed with glass beads confirming to BS 6088 read in conjuction with and MOST specification 803 clause 4.3.3 complete all as specified and directed:- Note: - MOST specification 803 shall be followed strictly for execution of work & suitable machine shall be used for the marking as approved by the GE. Shape & size/ patterns of marking shall be as approved by the GE.
Width exc 10cm wide.
S&F in repair Supply and fixing cat eye solar reflective type of metal body alloy of size 100x100x20mm with PAMA striplens reflector fixed with and incl MS stud of suitable size as per manufacturer instruction complete all as spd and directed by Engr in Charge.
supply and fix solar cat eye aluminium alloy shall ( 100% water proofing design according to 65) of size 125mm x125 mm (shank 65 mm) of high efficiency mono rystafie solar panel 2.4/0.3 watt one NI-ed rechargable battery (1.2V/1600 MA) consisting of super bright LED with 10000 to 18000 mcd complete as per manufacturer instruction complete all as spd and directed
M&L for factory made kerb stone (300mm x 450mm x 150mm) of M-25 grade cement concrete in position to the required line, level and curvature, jounted with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of jounts except at sharp curve shall not to more than 5 mm), including making drainage opening and paintingof kerb stones complete all as specified and directed.
M&L for preparation of new surface of brick or concrete or plastered surface of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and as directed.
Excavating in post holes (or similar holes) in any type soil, each n.exc 0.5 cum, getting out and removing surplus soil to a distance n.exc 50 m and making good surface complete all as specified and directed.
Supply and fixing of convex mirror of 600 mm dia and made up of polycarbonate material provided with 75 mm dia MS pipe post of 2700 mm height duly powered coated with adjustable fixing bracket for MS pipe used for road turning intersection curves T junction Hospital Parking Lots etc and also ideal for surveillance with clear & defined mirror image having 130 degree of viewing angle with unbreakble & strong mirror complete all as spd and directed by Engr-in- Charge
Demolition of concrete (un-reinforced)of any description and in any position not otherwise specifically provided for complete all as specified and directed.
M&L for hard core of broken boulders/stone of gauge n exc. 63 mm, deposited, spreading, leveling watering and well ramming to true surface in layers not exceeding 15 cm thick each layer complete all as specified and directed.
M&L for PCC (1:4:8) Type D2 (40 mm graded aggre-gate) as in foundations, filling and mass-concrete or sub base of floor/ hard standing/ footpath complete all as specified and directed.
M&L for 80mm thick coloured rubber moulded glossy finish machine pressed precast concrete interlocking paver block, M-40 Grade with grey cement & pigment any shape and size confirming to IS 15658-2006 complete all as specified and directed.Note - design /Shade of rubber moulded machine presses precast conc paver block shall be as approved by GE/Engr-in -Charge
M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.
M&L for PCC (1:2:4) type B-1, using 20mm graded stone aggregates, as in kerb/ benching/ coping, bed plates, for fixing of hold fast, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork complete all as specified and directed.
PAWAN KUMAR (BID ID -3196346)
Tridev Construction Company (BID ID -3195728)
M/S VIJAY TRADERS (BID ID -3193106)
M/S Manmohan Singh Anand (BID ID -3195495)
sath sahib associates (BID ID -3190644)
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