Loading…
Tenderkart now works inside Claude and ChatGPT: search and analyse tenders right from your chat
Loading…
Tender ID
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₹26.2 LAccepted-AOC A 31 RAJENDRA NAGAR BAREILLY UP 243122 | BAREILLY | BAREILLY | UP | 243122 | L1 | Accepted-AOC AOC | |
| 2 | L2₹29.3 L+₹2.9 L (11.0%)Rejected-Finance | L2 | Rejected-Finance High Bid | |
| 3 | L3₹37.7 L+₹11.3 L (42.8%)Rejected-Finance | L3 | Rejected-Finance High Bid | |
| 4 | L4₹37.8 L+₹11.5 L (43.5%)Rejected-Finance | L4 | Rejected-Finance High Bid |
Tender Value
₹43.1 L
EMD Value
₹86,240
Closing Date
9 Nov 2024, 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, MES, Station Road, Bareilly
CA NO.CWE BLY/ GE (W) /57 OF 2024-25 SPECIAL REPAIR TO INTERNAL ROAD APPROX 2200 SQ MTR OF JCO/OR GOVT MD ACCN AT CLYDE BK AND SPL REPAIRS TO ROADS (L-500 MTR W-12 FT) AT UB AREA UNDER GE (WEST) BAREILLY
2024_MES_679205_1
8100/B/834/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
BAREILLY
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE (WEST) BAREILLY
₹86,240
4 Dec 2024
11 Oct 2024
16 Nov 2024
11 Oct 2024
9 Nov 2024
26 Oct 2024
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 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 bituminous works shall confirm to clause No 20B 2.5 of SSR 2009 Part-I (Specifications) with the following constraints :- Aggregate passing 26.5mm IS Sieve-100% Aggregate passing 13.2mm IS Sieve-60% to 80% Aggregate passing 4.75mm IS Sieve-20% to 30% Aggregate passing 2.36mm IS Sieve-5% to 10% Based on job mix formula, in case the binder content (i.e. Bitumen) is less than the content specified under these items then a minus adjustment @ Rs. 40/- Per kg of bitumen (less consumed) shall be applied on the quoted rate of contractor against these items, hence the quoted 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 formula.)
M&L for preparing of black top 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 a tack coat with bituminous primer at 5 kg per 10 sqm VG-10 (Paving Bitumen) 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 - 2 & 4Based 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 Cat eye,Solar reflective type of metal body alloy of size 100mmx100mmx20mm of red / yellow / white with PAMA striplens reflector of Model -DA 971 fixed with 100 gm epoxy mixture and placing the cats eye without applying excessive pressure and fixed as per manufacturers instructions complete all as specified and directed.
S&F for Supply and fix 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. complete 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 is 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 coats 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 and including 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 letter, marking etc of 3mm thick film on new surface or previously treated road surface with hot applied retro-reflective thermoplastic exc 10 cm wide n exc 15cm wide road marking paint (white/golden/yellow) conforming to MORTH (Clause 803.4) all as specified with 8% glass beads using special applicator machine with heating arrangement upto 160°C including cleaning and drying the existing road surfaces to ensure dust, oil, grease and moisture free surfaces before applying the paint complete all as specified and directed.
M&L for Scarifying or picking exc 50 mm and n exc 100 mm deep gravelled macadam or bituminous macadam surfaces in area exc 400 sqm include raking over and grading the broken up surfaces to the proper camber etc. as required.and removing all as specified and directed
M&L for 7.5cm thick (compacted thickness) WBM with coarse aggregates Quartzite of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread,rolled and consolidated to gradient and camber required all as specified and directed
M&L for Preparing of water bound macadam surfaces by brushing with brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with air pressure through air jet using air compressor to remove all loose dirt etc incl removing mud etc to a distance minimum 1.50m from edge of road and applying evenly a tack coat of bituminous primer using paving bitumen (VG-10) at the rate of 10 Kg per 10 Sqm of road surface by sprayer operated hot pressure mechanisum, supplying, laying, spreading 30mm consolidated thickness of semi dense asphaltic bituminous concrete carpet (VG-30) with 0.406 cum crushed and graded coarse aggregates with design mix formula with bitumen not less than 5.5% using paver with mechanical paver all as specified in clause device for automatic leveling and profile control within the specified tolerance as mentioned in SSR Part-I , rolled with 8 to 10 tone power Roller to uniform smooth surface and consolidated to required camber and gradient with power roller for uniform smooth surface complete all as specified and directed.
M&L for Preparing of black top bituminous surfaces by brushing with brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with air pressure through air jet using air compressor to remove all loose dirt etc incl removing mud etc to a distance minimum 1.50m from edge of road and applying evenly a tack coat of bituminous primer using paving bitumen (VG-10) at the rate of 5 Kg per 10 Sqm of road surface by sprayer operated hot pressure mechanisum, supplying, laying, spreading 30mm consolidated thickness of semi dense asphaltic bituminous concrete carpet (VG-30) with 0.406 cum crushed and graded coarse aggregates with design mix formula with bitumen not less than 5.5% using paver with mechanical paver all as specified in clause device for automatic leveling and profile control within the specified tolerance as mentioned in SSR Part-I , rolled with 8 to 10 tone power Roller to uniform smooth surface and consolidated to required camber and gradient with power roller for uniform smooth surface complete all as specified and directed.
Supply and fixing for road speed bumps manufactured by HDPE/PE materail highly resistant to serve impact and harsh weather condition incl two way reflective studs are clearly visible to the motorists during night hours filed with appropriate epoxy and 4 or 6 nos nails Model No. DA1006 ,Design patent no. 206431 and wt 2160gm of Dark eye or any other make as approved by GE) complete all as specified and directed.
Surface excavation n exc 30 cm deep averaging 15 cm deep and getting out soft/loose soil complete all as specified and directed.
M&L for Hardcore of broken brick of gauge exc 63 mm but n. exc 100 mm, deposited, spread and levelled in layers n. exc 15 cm thick, watered and rolled/ rammed to a true surface complete all as specified and directed.
M&L 75mm thick cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in sub base of flooring complete all as specified and directed.
M&L for Machine pressed precast concrete with grey cement and pigments interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness, M-40 Grade over and including 25 mm thick sand complete all as specified and granted
Removing excavated material exc 250m but n exc 500m and depositing where directed
M&L providing cement concrete 1:3:6 type C1 (using 20 mm graded stone aggregate) as in benching, coping, bed blocks including necessary form work, weathering slightly rounded or chamfered angles and throating, complete all as specified and directed.
M/S SATISH KUMAR JAIN (BID ID -3155949)
M/s Agarwal Builders (BID ID -3158700)
Shri Siddhi Vinayak Constructions (BID ID -3155158)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .