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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₹37.3 LAccepted-AOC AADARSH RESIDENCY LANE 06 PAWAR COLONY NEAR PMC SCHOOL VITTHAL NAGAR S NO 15 HADAPSAR PUNE | L1 | Accepted-AOC Bidder quoted L1 rates | |
| 2 | L2₹37.6 L+₹19,157 (0.51%)Rejected-Finance S 15 SACRED WORLD OPP SACRED HEART TOWN WANWADI PUNE 411040 | PUNE | MAHARASHTRA | 411040 | L2 | Rejected-Finance Bidder not quoted L1 rates | |
| 3 | L3₹40.3 L+₹2.9 L (7.86%)Rejected-Finance SHOP NO 18 1ST FLOOR NORTH LAND BUILDING SECTOR NO 1 BACK SIDE OF BANK OF MAHARASHTRA INDRAYANI NAGAR BHOSARI PUNE 411039 | PUNE | MAHARASHTRA | 411039 | L3 | Rejected-Finance Bidder not quoted L1 rates | |
| 4 | L4₹42.4 L+₹5.0 L (13.5%)Rejected-Finance PURSHOTAM PLAZA 4TH FLOOR OFFICE NO 3 2 9 AND 2 5 BANER ROAD BANER PUNE 411045 | PUNE | PUNE | MAHARASHTRA | 411045 | L4 | Rejected-Finance Bidder not quoted L1 rates | |
| 5 | L5₹50.2 L+₹12.9 L (34.4%)Rejected-Finance | L5 | Rejected-Finance Bidder not quoted L1 rates |
Tender Value
₹66.0 L
EMD Value
₹1.2 L
Closing Date
13 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.
COMMANDER WORKS ENGINEER PUNE - 01
HEADQUARTERS COMMANDER WORKS ENGINEERS GEN CARIAPPA MARG, PUNE-411 001
85920 REPAIRS TO ROADS AND PATH IN THE AREA OF AICTS, NGM, OGM, FAFA, SUBROTO MARG AREA AT AGE B/R-I UNDER GE (SOUTH) PUNE
2024_MES_678581_1
85920 CWE PUNE
Open Tender
Civil Works - Roads
Item Rate
180 days
GE (SOUTH) PUNE
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹1,000
GE (SOUTH) PUNE
₹1.2 L
Yes
24 Jan 2025
8 Oct 2024
15 Nov 2024
8 Oct 2024
13 Nov 2024
30 Oct 2024
Amount
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm exc 50mm and not exc 100mm deep and removing the same to a distance not exc. 50m and stacking where directed complete all as specified and as directed.
M&L for repairs to pot holes any depth, not exc 1 Sqm each including sweeping free from dust and mud & water, for scoring sunken surfaces in roads, paths etc cutting around all edges to at least 25mm in depth, making good by filling in screened and graded road metal, applying tack coat with bituminious primer of grade VG-10 @ 5 kg per 10 sqm, putting in and providing bituminious premix asphaltic semi dense concrete (design mix) 25mm consolidated thickness with 5.5% binder (of grade VG-30) content by weight of total mix laid with mechanical paver rolled and compacted to required camber and gradient with 8 to 12 ton power roller complete all as specified and directed.
M&L for providing premix bituminious macadam (consolidated thickness not more than 75mm) with 4% of binder content of paving bitumen of grade VG-30, by weight of total mix, laid and rolled with 8 to 12 tonne vibrating power roller to required gradient and camber upto outer edges of road on existing black top surfaces complete all as specified and directed. (NOTE : The design mix for BM considering bitumen content as specified shall be carried out from any one of the Institution as specified in particulars specifications & cost thereof shall be deemed to be included in quoted rate. The quantity of bitumen shall be provided as per design mix approved by GE)
M&L for Preparing black top surfaces of road with wire brushing for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, applying evenly a priming tack coat with bitumen primer of bitumen grade VG-10 @ 2.5 kg per 10 sqm and providing and laying bituminous premixed semi-dense asphaltic concrete 30 mm thick (consolidated thickness) with 5.5 % paving bitumen of grade VG-30, binder content by weight of total mix, rolled and compacted to required gradieent & camber using 8 to 12 tonne power roller complete all as specified and directed. (NOTE : (i) Mixing of SDAC shall be carried out in Hot Mix plant and laying, spreading of SDAC shall be carried out uniformly by using automatic type sensor paver. (ii) Quantity of the Bitumen shall be provided as per design-mix approved by GE. (iii) Design mix for SDAC considering bitumen content as specified shall be carried out by Contractor from any one of the institution as specified in Particulars Specifications.]
M&L for applying thermoplastic paint 3mm thick for making lines, dashes, arrows, letters etc exceeding 10cm wide on bituminous surfaces, with retro reflective thermoplastic road marking paint with reflector sign glass beads @ 250 gms per Sqm area confirming to MORTH & BIS specification, not less than 2.5mm thick of white/golden/ yellow as approved colour/ shade and applied with machine, as per manufacturer's instructions including preparation of surface i.e. cleaning of surface by removing all dust, dirt oil grease etc complete all as specified and directed by Engineer-in-charge
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 manufacturer's instructions etc. complete all as specified and directed.
Supply and fix cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufacturers instructions complete all as specified and as directed.
Supply and fix metal tubular delineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50mm dia mild steel pipe of 600 mm height duly powder coated and thermoplastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150mm x 150mm x 300mm) type B1 and necessary earth work including taking down existing unserviceable delinators complete all as specified and directed.
Supply and fixing in repair "LED Kerbstone” with LED lighting system as per specification – load bearing capacity 2200 kgs (with test report of government approved lab) length 500mm , height 240mm, width – 150mm, curb angle 45 degree, foundation height – 40mm, foundation legs – 4, foundation led stand with 20mm embded in cement concrete 1:2:4 type B-1, foundation nut and bolt – 4 nos (8mm x 60mm), led strip length 465 mm, operating voltage- 36 volts, number of led in each led strip – 22 nos, led strip wattage–2.32 watt per kerb stone, IP-68 waterproof and shockproof kerbstone, led strip and connectors with heat shrinkable waterproof sleeve, led strip and connectors–IP 68, IP-68 waterproof connectors for each kerb stone- 1 nos, jacketed connector wire with copper cable of 1.5 Sqmm 2 core, fiber box with 02 pole 10 Amp MCB for power supply of 36 volts colour – white, blue, yellow, orange, red, green or as per requirement and as per IRC including embedded 50 mm in and converted at bottom with PCC (1:2:4) type B-2 finished neatly and setting the same in CM 1:2 including necessary required excavation and earth work in any type of strata and redoing the existing surface in its original shape etc all as specified and directed. (NOTE -: Quoted rate is deemed to be included for all necessary electrical connection from nereby street light / pole and 01 year guarantee from manufacturer)
Taking down old unserviceable sign board and S&F retro reflective sign board of size 4' x 3' fixed both sides on stainless steel board made out of aluminium composite panel (ACP) sheet, 3mm thick fixed on SS-304 series hollow tubular section, 38mm dia. The board shall be provided with reflective tape of quality high intensity chequered type blue colour, letter/symbol shall be written in white colour writing of approved shape. The sign board shall be supported on 2 NOs post of 60mm dia stainless steel pipe, 304 series 3mtr long with round moulded design on top duly embedded in ground of size 450x450x600mm in PCC 1:2:4 type B-2 (using 40mm graded stone aggregate) including necessary excavation/earthwork etc as directed by Engineer-in-Charge.
Carrying out measurement of roughness as per Provn laid down in IRC SP-16-2019. Contractor will engage certified consultants / testing agency and IRI resurfacing value before resurfacing and get particlar road length approved by GE for resurfacing before execution complete all as specified and directed.
All as per Ser. Item No. 11.00 above but after completion of resurfacing and comparison wih previous data. The IRI value obtained post resurfacing shold have IRI value for "Good" quality post resurfacing complete all as specified and as directed. (NOTE FOR SER. ITEM NO. 11 & 12 ABOVE: Measurement of road roughness shall be carried out by SEMT wing CME Pune / Govt. Approved and NABL accredited testing agency)
Demolition of cement concrete in ground floors and paving not exc 15cm thick (below or above ground level) un-reinforced complete all as specified and as directed.
M&L for 75 mm thick PCC (1:4:8) Type D-2 (using 40 mm graded sone aggregate ) as in sub base/ flooring complete all as specified and as directed.
M&L for PCC (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) as in coping, on top of wall, bed blocks and the like including weathering, slightly rounded or chamfered angles and throating on edges of chequered tiles / interlocking tiles etc. including use of necessary form work complete all as specified and as directed.
S & F precast kerb stone, using PCC Type B0, 1:2:4 (using 12.5mm crushed stone graded aggregate) factory made size 300 x 300 x 150 mm thick set in CM (1:3) complete including necessary excavation, tamping ground and removal of surplus soil to a distance not exceeding 50M complete all as specified and as directed. (Note : PCC kerb stone shall be measured and paid in Cubic meter).
M&L for coloured Machine pressed precast concrete interlocking paver block tiles M-35 of 60 mm thick any shape and size confirming to IS 15658-2006 as in floor / pavement with grey cement and no pigment laid with and over 20 mm thick stone dust cushioning including dismantling of existing unserviceable paver blocks / tiling etc. complete all as specified and directed. (Note : Crushed stone sand cushioning will be measured and paid seperately under relevant items)
M&L for precast coloured, chequered cement concrete tiles, glossy finish of size 305mm x 305mm x 25mm thick, conforming to IS-13801 set jointed and pointed in neat cement slurry in floor laid over and including 20mm thick screed bed in CM (1:6) complete all as specified and as directed.
M&L for 20 mm thick crushed stone sand for filling under floor or in foundation including watering and consolidation complete all as specified and directed.
Removing building material etc. (other than spoil payable under Items 03028 to 03031 in Section-3- Earthwork of SSR 2020 Pt-II) outside MD Land including loading, unloading and stacking at the destination complete all as specified and as directed. (Note : Contractor shall ascertain the exact distance for removal from EIC. No claim of whatsoever nature on this account shall be entertained.)
M&L for preparation of new concrete surface (PCC Kerb stone) by applying two coats of synthetic enamel paint over a coat of priming paint plaster coat surfaces of any description over 10cm girth or width, not otherwise described complete all as specified and as directed.
PAVEWAY CONSTRUCTIONS PRIVATE LIMITED (BID ID -3158793)
ShreHari Civil Enginneering and Contractors (BID ID -3154661)
MOHANLAL MATHRANI CONS. PVT. LTD. (BID ID -3158790)
Sunshine Ventures (BID ID -3157684)
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