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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.0 LAccepted-AOC | L1 | Accepted-AOC Being lowest and reasonable tender | |
| 2 | L2₹54.2 L+₹4.6 L (9.26%)Rejected-Finance | L2 | Rejected-Finance Being second lowest bidder | |
| 3 | L3₹59.7 L+₹10.2 L (20.5%)Rejected-Finance | L3 | Rejected-Finance Being third lowest bidder | |
| 4 | L4₹76.4 L+₹26.8 L (54.0%)Rejected-Finance N I T NO EE M III WZ 2025 26 TC 72 | GURUGRAM | HARYANA | 122008 | L4 | Rejected-Finance Being fourth lowest bidder | |
| 5 | L5₹77.6 L+₹28.0 L (56.4%)Rejected-Finance 1 225 5 6 SADAR BAZAR DELHI CANTT 110010 | NEW DELHI | DELHI | 110010 | L5 | Rejected-Finance Being fifth lowest bidder |
Tender Value
₹82 L
EMD Value
₹1.5 L
Closing Date
10 Oct 2024, 6:00 pmClosed
CWE AF PALAM
CWE(AF) PALAM, DELHI CANTT-110010
REPAIR TO ROAD,ROAD BERMS,PAINTING AND ROAD FURNITURE UNDER AGE B/R-I OF GE(AF) SUBROTO PARK,DELHI CANTT-10
2024_MES_672132_1
CWE/PM/SP-15/2024-25
Open Tender
Civil Works
Item Rate
180 days
SUBROTO PARK
As per tender documents
10 documents required · 10 mandatory
₹1,000
GE AF SUBROTO PARK
₹1.5 L
12 Nov 2024
5 Sept 2024
17 Oct 2024
5 Sept 2024
10 Oct 2024
26 Sept 2024
Amount
M & L for bituminous premix asphaltic semi dense asphaltic concrete 30mm consolidated thickness with 5.5% (min.) binder content of VG-30 by weight of total mix, laid by mechanical paver, rolled and compacted to required camber and gradient complete all as specified and directed.
M & L for bituminous asphaltic semi dense asphaltic concrete 40mm consolidated thickness with 5.5% (min.) binder content of VG-30 by weight of total mix by mini portable hot mix plant on site and laid manually including rolled and compacted to required camber and gradient complete all as specified and directed. Note : SDAC will be prepared on site by mini portable hot mix plant and spread manually.
Preparing 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., complete all as specified and directed.
M & L for applying evenly a priming/ tack coat with bituminous primer @ 5 Kg/ 10 Sqm using paving bitumen , complete all as specified and directed.
M & L for Premix bituminous macadam laid with 4% (min.) binder content of VG-30 by weight of total mix, rolled and compacted to required camber and gradient (consolidated thickness 75mm or less) complete all as specified and directed.
M&L for preparing of old/ new black top road surfaces and applying one coat of retro reflective thermoplastic road marking paint with thickness as per IRC-35 : 1997(latest revised), 10 to 15 cm wide for longer durability, Paint material shall be confirming to MORTH, 803.4 , Vol-III as laid down in the specification for road and bridge work third revision complete all as specified and as directed.
Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth making good by applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sqm, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) complete all as specified and as directed.
Supply and fixing in repair 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 manufactures instructions.
Supply and fix in repair 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.
Supply and fixing in repair 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 45/50 mm 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(150x150x300mm) type B1 complete all as specified and directed .
S&F in repair speed bump (speed breaker) made of heavy duty ABS with high resistance wear & tear property, US stabilized black and yellow coloured, high reflective reflector having length 500mm ,width 400 mm and height 75 mm, coloured fixed on ground with necessary bolts as recommended by manufacturer and filled with PCC 1:2:4 (using 12.5mm graded stone aggregate) on hollow space of speed bump complete all as specified and directed.
Demolition of plain cement/Asphaltic concrete in ground floors (unreinforced) n. exc. 15 cm in thickness (below or above ground level) and removing debries outside MoD land.
M & L for 75 mm thick PCC (Plain Cement concrete) type D- 2, 1:4:8 (40mm graded aggregate) as in sub-base of floors and paving complete all as specified and directed.
M& L for 60 mm thick, M-35 grade machine pressed rubber form moulded precast interlocking concrete coloured (Red/yellow) paver block over 50 mm thick sand cushioning in any shape and size with grey cement and pigment as approved confirming to IS 15658-2006 (latest revised) including taking down complete all as specified and as directed.
M & L for precast cement concrete type B1(1:2:4) (20 mm graded aggregate ) as in kerb stone, with plain fair faces, including chamfers, weatherings, throating etc. and setting in Cement mortar (1:4) complete with joints to match complete all as specified and directed.
M&L for two coats of synthetic enamel paint on concrete surfaces in different tint of any description over 10cm width or girth over a coat of primer including preparation of new surfaces , not otherwise described complete all as specified and directed.
M&L for Chequered cement concrete coloured tiles with glossy finished 22-25mm confirming to IS -1237 (latest revised) with grey cement and pigment , any size in floors etc, set, jointed & pointed with neat cement slurry 15mm thick bedding layer of cement sand mortar (1:6) including taking down complete all as specified and directed.
M&L in repair for fabrication and erecting of sign board of size 1200 mm x 800 mm (size of ACP) erection in position including taking down old one as directed and adopting the following specifications / measurements: (a) Main Post 2 Nos of stainless steel pipe 50 mm dia & 1.5 mm wall thickness of grade 316, each post of length 2.00 metre (1.70 metre above GL and 0.30 metre below GL). (b) Frame around ACP, fabricated with 25 mm size stainless steel square tube with 1.5 mm wall thickness including fixing arrangement for ACP and welded on main post. (c) 2 Nos aluminium composite panel 3 mm thick (each of size 1200 mm x 800 mm) in non metallic colour of approved shades consisting of 2 mm thick mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating or equivalent, of approved colour and shade on exposed face and polymer (Service) coating on other face, fixed over SS frame mention at Sl No (b) above complete all per manufacturer's instruction & as directed. (d) Providing on Exposed face each ACP sheet, High intensity prismatic grade retro reflective sheeting as base and with cut out massage (legends borders, letters numerals, site map etc, as per design and pattern approved) with high intensity prismatic grade reflective sheeting, pasting as per manufacturers instruction. Make of sheet shall be 3M ,series 3930 or equivalent make approved by the GE. (e) Excavating 2 Nos post hole of size 300 mm x 300 mm x 450 mm in soft loose soil and fixing of main post and filled with PCC 1:2:4 type B1 using 20 mm graded stone grade, removing surplus soil to distance not exc 50 metre and site clearance as per site requirement and satisfaction of GE complete all as specified and directed .
Hindustan Co.Co (BID ID -3127259)
SAI SARTHI ENGINEERING & CONSTRUCTION CO. (BID ID -3133700)
R K GOEL ABHEY KUMAR JAIN (BID ID -3117248)
M P TYAGI ENGINEERS AND CONTRACTORS (BID ID -3120275)
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