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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹9.3 L+₹32,472.80 (3.61%)Rejected-Finance | L2 | Rejected-Finance Other than lowest Bid | |
| 3 | L3₹9.6 L+₹62,316 (6.94%)Rejected-Finance 0000 UNNAMED ROAD GAJIYA KANTIT VINDHYACHAL MIRZAPUR UTTAR PRADESH 231307 | MIRZAPUR | UTTAR PRADESH | 231307 | L3 | Rejected-Finance Other than lowest Bid | |
| 4 | L4₹9.6 L+₹64,147.80 (7.14%)Rejected-Finance GT ROAD MALSIAN JALANDHAR | MALSIAN | JALANDHAR | PUNJAB | L4 | Rejected-Finance Other than lowest Bid | |
| 5 | L5₹11.3 L+₹2.4 L (26.3%)Rejected-Finance 15 GURU RAM DASS COLONY MITHAPUR JALANDHAR | L5 | Rejected-Finance Other than lowest Bid |
Tender Value
₹13.5 L
EMD Value
₹27,000
Closing Date
6 Aug 2020, 6:00 pmClosed
CWE Jalandhar Cantt
HQ CWE kabir Road Jalandhar Cantt Pin-144005
Please refer tender documents
2020_MES_355377_1
CA NO CWE/JAL/W-31/2020-21 8320/31/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
Jalandhar Cantt
Class E Category a(i) for contractors enlisted with MES
8 documents required · 8 mandatory
₹500
Garrison Engineer West JRC
₹27,000
Yes
21 Aug 2020
24 Jun 2020
8 Aug 2020
24 Jun 2020
6 Aug 2020
18 Jul 2020
Amount
Material & Labour for preparing existing black top surfaces 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 and applying evenly a priming/tack coat with paving bitumen VG-10 at the rate of 5 Kg per 10 Sqm of road surface, laying, rolling, consolidating 30 mm thick (consolidated thickness) bituminous premixed asphaltic semi dense concrete with 5.5% binder content by weight of total mix laid with mechanical paver roller and compacted to required camber and gradient and rolled with pressure roller and 8 to 10 tonne power road roller to achieve a uniform smooth surface with Pneumatic vibratory roller complete all as specified and directed. Note: Mix shall be prepared in Hot mix plant as per job mix formula obtained from authorised testing lab and laying will be done by mechanical paver.
M & L for repair to pot holes any depth not exceeding 1 Sqm each including sweeping free from dust and mud, or water scoring sunken surfaces in road path etc cutting around edges, at least 25mm in depth and making good by applying tack coat 5 Kg per 10 Sqm, putting in premixed bituminous macadam, well rammed and sealed with liquid seal coat by applying evenly binder @ 9.8 Kg Per 10 Sqm blinded with 0.09 cum stone chipping 6.3mm size and again well rammed (including supply of premixed, binder and chippings) depth of pot holes exceeding 30mm complete all as specified and directed.
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm/road cutting for drainage chamber, drainage pipe etc depth not exc 50mm including removing the rubbish material not exc 500 mtr complete all as specified and directed.
M & L for premix bituminous macadam laid/rolled and compacted to required gradient and camber with 8 to 12 tonne power road roller (consolidated thickness not more than 50mm) with paving bitumen VG-30, any penetration @ 4% by weight of total mix, mixed in hot mix plant complete all as specified and directed.
Material & Labour for providing and marking centre line /side lines / Zebra lines, dashes, arrows etc. on road pavement and the like of any description and width with thermoplastic paint hot applied with machine conforming to BS-3265 and according to the specification laid down by IRC and MOST (Ministry of Surface Transport) specification 2001 (4th revision) complete all as specified and directed.
Demolition of cement concrete in ground floor and paving not exc 15 cm thick (below or above ground level) complete all as specified and directed.
Material & labour for PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation filling, mass concrete etc complete all as specified and directed.
Material & labour for 100mm thick machine pressed precast concrete interlocking paver block and shape and size confirming to IS 15658-2006 of M-50 Grade with grey cement and pigment over sand cushioning complete all as specified and directed. The Interlocking Paver blocks shall be procured directly from one of the Manufacturers specified. Note:-The sample shall be got approved from the GE before bulk procurement and lots shall be got tested independently by the GE.
Material & labour for sand filling under floors or in foundation incl spreading and consolidation complete all as specified and directed. Note : Punned down thickness shall be measured
Material & labour for chequered cement concrete coloured tiles 30cm x 30cm x 25mm thick, with grey cement and pigment, set, jointed and pointed in neat cement slurry in floor laid over and including 15mm thick screed bed in cement mortar (1:6) complete all as specified and directed.
Material & labour for surface dressing not exc 15 cm deep in soft/loose soil and complete all as specified and directed.
Material & labour for brick work with sub class 'B' bricks, old size, straight or curved on plan exceeding 6 mtr mean radius and built in cement mortar (1:6) complete all as specified and directed.
Material & labour for rendering 15mm thick cement plaster in cement mortar (1:4) on fair faces of brick or concrete surfaces finished even and smooth without using extra cement complete all as specified
Material & labour for PCC (1:2:4) type B-0 (using 12.5 mm graded stone aggregate) as in lintels upto 1.5 m clear span, cills, steps, seismic and other similar bands plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, bed plates, roof kerbs or mud stops, benching, coping, bed plates, parapets, water throughs and the like etc including weathering, slightly rounded or chamfered angles throating etc complete including necessary form work complete all as specified and directed.
DUGGAL CONSTRUCTION CO
J K AND COMPANY
SATISH AGGARWAL AND CO
M/S Kuldip Construction Co.
COSMO BUILDERS
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