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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.2 LAccepted-AOC 131 SHINGANAPUR ROAD KOLKI KOLKI SATARA MAHARASHTRA 415523 | SATARA | MAHARASHTRA | 415523 | L1 | Accepted-AOC Lowest Bid | |
| 2 | L2₹34.4 L+₹2.2 L (6.70%)Rejected-Finance | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹35.1 L+₹2.8 L (8.79%)Rejected-Finance HOUSE NO 04 NEW SARASWATI VIHAR NEAR PAWAN VIHAR PHASE 6 OVER HEAD TANK BAREILLY 243006 UP | BAREILLY | BAREILLY | UP | 243006 | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹39.5 L+₹7.2 L (22.4%)Rejected-Finance | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹40.3 L+₹8.1 L (25.0%)Rejected-Finance 10TH KM STONE BAREILLY RAMPUR MAIN ROAD OLD NH 24 CHAINAGE KM 238 VILL POST NANDOSI OPP PARSAKHERA INDUSTRIAL ESTATE BAREILLY 243035 | BAREILLY | BAREILLY | UTTAR PRADESH | 243035 | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | URBANS CONSTRUCTIONS L4 | M/s Agarwal Builders L6 | S S CONSTRUCTION CO L3 | M/S SATISH KUMAR JAIN L2 | JALAKASH L5 | Vishal Traders L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for repair to potholes any depth, n exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc cutting around edges to atleast 25mm in depth, making good by filling in screened & graded road metal, watering and well ramming(including supply of road metal) complete all as specified and directed. | 15 | Per 10 Sqm | 1,000 ₹15,000 | 1,000 ₹15,000 | 800 ₹12,000 | 150 ₹2,250 Lowest | 1,000 ₹15,000 | 1,100 ₹16,500 |
| 2.00 | M&L for premix bituminous, macadam with binder content of 4% by weight of total mix using paving bitumen VG-30 grade, laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed.
Note- (i) Aggregates for Bitumnous works shall confirm to clause No 20 B 2.5 of SSR 2009 (Part-I (Specifications) with the following constrants :-
Aggregate passing 26.5 mm IS Sieve- 100%
Aggregate passing 13.20 mm IS sieve-60% to 80%
Aggregate passing 4.75mm IS sieve-20% to 30%
Aggregate passing 2.36 mm IS sieve-5% to 10% | 80 | Cum | 4,000 ₹3,20,000 Lowest | 5,000 ₹4,00,000 | 7,200 ₹5,76,000 | 4,950 ₹3,96,000 | 6,000 ₹4,80,000 | 5,200 ₹4,16,000 |
| 3.00 | M&L for preparing surfaces 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 bituminous primer at 05 Kg per 10 sq metre using paving bitumen Grade VG-10 complete all as specified and directed. | 735 | Per 10 Sqm | 200 ₹1,47,000 | 250 ₹1,83,750 | 130 ₹95,550 Lowest | 220 ₹1,61,700 | 180 ₹1,32,300 | 150 ₹1,10,250 |
| 4.00 | M&L for bituminous premix asphaltic semidense concrete 30mm consolidated thickness with 5.5% binder content of paving bitumen (VG-30 grade) by weight of total mix, rolled and compacted, mixed in mechanical hot mixed plant and premixed material, laid with mechanical paver finished including rolling to required camber and gradientvcomplete with 8 to 10 Tonne power roller to required compaction complete all as specified and directed.
Note: (i) Design mix for SDAC shall be carried out through an authorised testing lab and the cost of testing shall be included in quoted rate. (ii) Aggragates for Bituminous works shall confirm to clause No 20B 2.5 of SSR, 2009 Part-I (Specifications) with the following constraints:- Aggregate passing 13.2 mmIS Seive- 100% Aggregate Passing 5.60mm IS Seive- 40% to 50% Aggregate passing 2.8mm IS Seive- 30% to 35%
Note for item No 2 & 4 :- Based on job formula , in case the binder content (i.e. Bitumen)is less than the content specified under these items then a minus adjustment @ 40/- per Kg of bitumen (less consumed ) shall be appllied on the quoted rate of contractor against these items , hence the qouted rate of contractor shall be reduced based on less content of bitumen required as per job mix formula. However, no price adjustment on plus side shall be made for increase of quantity of bitumen in case of required as per job mix. | 735 | Per 10 Sqm | 3,600 ₹26,46,000 | 3,150 ₹23,15,250 | 2,790 ₹20,50,650 | 2,905 ₹21,35,175 | 3,132 ₹23,02,020 | 2,600 ₹19,11,000 Lowest |
| 5.00 | S & F in replacement for USA brand marker (CAT EYE) body made of carbonate with electronically prismatic ratro reflecting lines on both side for maximum ratro reflecting in wet & dry condition with adhesive/ epoxy for road indicator 3M marker series 290 or equivlent of standard size complete all as speicfied and directed. | 50 | Each | 300 ₹15,000 | 850 ₹42,500 | 220 ₹11,000 Lowest | 1,200 ₹60,000 | 324 ₹16,200 | 250 ₹12,500 |
| 6.00 | S&F in replacement solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed | 50 | Each | 1,250 ₹62,500 | 1,950 ₹97,500 | 800 ₹40,000 | 750 ₹37,500 Lowest | 1,800 ₹90,000 | 950 ₹47,500 |
| 7.00 | S&F in replacement, delineator 1200mm long made of 2 mm thick steel sheet rectangular OD size 75 x 100mm. Bottom plate 2mm thick of size 150 x 150 mm for firm grip welded to base. Top end closed with 2mm steel sheet. At top on both sides diamond grade cube corner micro white reflector of size 75 x 125mm laminated in 2mm deep cavity to make it scratch resistant. Post to have two bands all around of white/yellow/red reflective sheet of width 225mm by keeping black coat as bands for greater night visibility. All coated with heat process and baked to 120°C or powder coated to make all weather resistant and fixing in cement concrete 1:2:4 with size of block 450mm x 450mm x600mm deep including required excavation and earthwork complete all as specified and directed.
Note: The rate of PCC and earth work shall deemed to be included in this item and nothing shall be paid extra . | 60 | Each | 1,300 ₹78,000 | 1,950 ₹1,17,000 | 1,000 ₹60,000 | 490 ₹29,400 Lowest | 1,800 ₹1,08,000 | 1,200 ₹72,000 |
| 8.00 | M & L for preparation of old painted brick or concrete surfaces (kerb stone etc) of any description, not otherwise described, over 10 cm width or girth and applying two coat of synthetic enamel paint complete all as specified and directed. | 200 | Sqm | 100 ₹20,000 | 250 ₹50,000 | 50 ₹10,000 | 35 ₹7,000 Lowest | 110 ₹22,000 | 40 ₹8,000 |
| 9.00 | Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed. | 30 | Cum | 500 ₹15,000 | 450 ₹13,500 | 225 ₹6,750 | 90 ₹2,700 Lowest | 3,000 ₹90,000 | 100 ₹3,000 |
| 10.00 | M&L for 75 mm thick cement concrete, type C 2, 1:3:6 (using 40 mm graded stone aggregate) as in sub base of floor complete all as specified and directed. | 400 | Sqm | 300 ₹1,20,000 | 550 ₹2,20,000 | 190 ₹76,000 Lowest | 220 ₹88,000 | 504 ₹2,01,600 | 230 ₹92,000 |
Tender Value
₹48.5 L
EMD Value
₹97,020
Closing Date
3 May 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE Bareilly
HQ CWE Bareilly
CWE BLY/GE(W)/01 OF 25-26SPECIAL REPAIR TO INTERNAL ROAD AREA 7000 SQ MTRS OF MH BAREILLY UNDER GE (WEST) BAREILLY
2025_MES_703608_1
8100/B/863/E8
Open Tender
Civil Works
Item Wise
180 days
GE (West) Bareilly
As per NIT
6 documents required · 6 mandatory
₹500
GE (West) Bareilly
₹97,020
Yes
26 Aug 2025
4 Apr 2025
5 May 2025
4 Apr 2025
3 May 2025
19 Apr 2025
Amount
M&L for repair to potholes any depth, n exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc cutting around edges to atleast 25mm in depth, making good by filling in screened & graded road metal, watering and well ramming(including supply of road metal) complete all as specified and directed.
M&L for premix bituminous, macadam with binder content of 4% by weight of total mix using paving bitumen VG-30 grade, laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed. Note- (i) Aggregates for Bitumnous works shall confirm to clause No 20 B 2.5 of SSR 2009 (Part-I (Specifications) with the following constrants :- Aggregate passing 26.5 mm IS Sieve- 100% Aggregate passing 13.20 mm IS sieve-60% to 80% Aggregate passing 4.75mm IS sieve-20% to 30% Aggregate passing 2.36 mm IS sieve-5% to 10%
M&L for preparing surfaces 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 bituminous primer at 05 Kg per 10 sq metre using paving bitumen Grade VG-10 complete all as specified and directed.
M&L for bituminous premix asphaltic semidense concrete 30mm consolidated thickness with 5.5% binder content of paving bitumen (VG-30 grade) by weight of total mix, rolled and compacted, mixed in mechanical hot mixed plant and premixed material, laid with mechanical paver finished including rolling to required camber and gradientvcomplete with 8 to 10 Tonne power roller to required compaction complete all as specified and directed. Note: (i) Design mix for SDAC shall be carried out through an authorised testing lab and the cost of testing shall be included in quoted rate. (ii) Aggragates for Bituminous works shall confirm to clause No 20B 2.5 of SSR, 2009 Part-I (Specifications) with the following constraints:- Aggregate passing 13.2 mmIS Seive- 100% Aggregate Passing 5.60mm IS Seive- 40% to 50% Aggregate passing 2.8mm IS Seive- 30% to 35% Note for item No 2 & 4 :- Based on job formula , in case the binder content (i.e. Bitumen)is less than the content specified under these items then a minus adjustment @ 40/- per Kg of bitumen (less consumed ) shall be appllied on the quoted rate of contractor against these items , hence the qouted rate of contractor shall be reduced based on less content of bitumen required as per job mix formula. However, no price adjustment on plus side shall be made for increase of quantity of bitumen in case of required as per job mix.
S & F in replacement for USA brand marker (CAT EYE) body made of carbonate with electronically prismatic ratro reflecting lines on both side for maximum ratro reflecting in wet & dry condition with adhesive/ epoxy for road indicator 3M marker series 290 or equivlent of standard size complete all as speicfied and directed.
S&F in replacement solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed
S&F in replacement, delineator 1200mm long made of 2 mm thick steel sheet rectangular OD size 75 x 100mm. Bottom plate 2mm thick of size 150 x 150 mm for firm grip welded to base. Top end closed with 2mm steel sheet. At top on both sides diamond grade cube corner micro white reflector of size 75 x 125mm laminated in 2mm deep cavity to make it scratch resistant. Post to have two bands all around of white/yellow/red reflective sheet of width 225mm by keeping black coat as bands for greater night visibility. All coated with heat process and baked to 120°C or powder coated to make all weather resistant and fixing in cement concrete 1:2:4 with size of block 450mm x 450mm x600mm deep including required excavation and earthwork complete all as specified and directed. Note: The rate of PCC and earth work shall deemed to be included in this item and nothing shall be paid extra .
M & L for preparation of old painted brick or concrete surfaces (kerb stone etc) of any description, not otherwise described, over 10 cm width or girth and applying two coat of synthetic enamel paint complete all as specified and directed.
Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed.
M&L for 75 mm thick cement concrete, type C 2, 1:3:6 (using 40 mm graded stone aggregate) as in sub base of floor complete all as specified and directed.
S & F rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade bedded over 25 mm thick sand cushion including filling the joint with sand including dismantling of old unserviceable interlocking block complete all as specified and directed.
S&F in replacement rubber speed breaker made from heavy duty rubber and polythylene with high resistance wear and tear property, height 3" for speed restriction, colours black and yellow combination, High reflective mark showing arrows in white marked on both side of yellow and black pieces, each side having end cap of size 250x500x75mm and middle size of the speed breaker as 500x500mm with four holes fixed with epoxy and heardner and bolts with epoxy and hardener as per manufacturers instructions complete all as specified & as directed.
M & L for painting lines, dashes , arrows, letters, etc on roads, pavements and the like 15 cm wide with thermolplastic paint 2mm thick , white or golden yellow or as directed by GE complete all as specified and directed.
M/S SATISH KUMAR JAIN (BID ID -3290193)
S S CONSTRUCTION CO (BID ID -3288185)
URBANS CONSTRUCTIONS (BID ID -3287823)
JALAKASH (BID ID -3288006)
M/s Agarwal Builders (BID ID -3288144)
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