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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC N I T NO EE M III WZ 2025 26 TC 72 | GURUGRAM | HARYANA | 122008 | ₹1.2 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹1.3 Cr+₹7.2 L (6.05%)Rejected-Finance SRS 43 POST OFFICE PALAM NASIRPUR VILLAGE SOUTH WEST NEW DELHI 110045 | SOUTH WEST DELHI | DELHI | 110045 | ₹1.3 Cr+₹7.2 L (6.05%) | L2 | Rejected-Finance QUOTED AMOUNT NOT LOWEST |
Tender Value
₹1.5 Cr
EMD Value
₹2.2 L
Closing Date
12 Nov 2024, 6:00 pmClosed
CWE DELHI CANTT
HQ CWE DELHI CANTT DELHI 110010
SPECIAL REPAIRS OF ROAD IN FRONT OF A VEHICLE SHED OF 512 LT AD MSL REGT SP INCLUDING ROAD FURNITURE UNDER GE NORTH DELHI CANTT ROAD IN CHANAKYA BAGH CHANAKYAPURI NEW DELHI UNDER GE NORTH DELHI CANTT ROAD APPRX 2500 MTRS FOR 17 JAK RIF UNDER GE NORTH
2024_MES_678852_1
CWE/D-32/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
DELHI CANTT
As per NIT
7 documents required · 7 mandatory
₹1,000
GE NORTH DELHI CANTT
₹2.2 L
Yes
30 Dec 2024
9 Oct 2024
13 Nov 2024
9 Oct 2024
12 Nov 2024
30 Oct 2024
Amount
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 25mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal).
Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc 400 Sqm, exc 50mm and n. exc. 100mm deep all as specified and directed.
Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc 400 Sqm, n. exc 50mm deep all as specified and directed.
M&L for 7.5cm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), of granite trap or basalt spread, rolled and consolidated to gradient and camber required
All as per item No 7 above but except stone Note :- Serviceable stone aggregate obtain from Item No 2 will be used.
Preparing water bound macadam surfaces new or old by brushing with wire brushes for removing cacked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirts etc.
M&L for applying evenly a priming tack coat with bituminous primer using paving bitumen VG 10 at the rate of 10 Kg per 10 Sqm on old or new WBM surface and preparation of surface complete all as specified and directed.
M&L for premix bituminous macadam laid /rolled and compacted to required gradient and camber (consolidated thickness not exc 75mm thick) binder content of 4% by weight of total mix using paving bitumen using VG 30 complete all as specified and directed.
Preparing 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 etc
M&L for applying evenly a priming/tack coat with bituminous primer using paving bitumen VG-10 at the rate of 5.00 Kg per 10 Sqm on old black top surfaces including preparation of surfaces complete all as specified and directed
Site clearance in soft/loose soil all as specified and directed.
M&L bituminous premixed semi-dense asphaltic concrete 30 mm consolidated thickness using paving bitumen VG-30, 5.50% binder content by weight of total mix, spread by means of self propelled mechanical spreader/paver, rolled and compacted to required camber and gradient by using Tendem vibratory steel wheel, Static steel wheel rollers min capacity 12 tonne complete all as specified and directed.
Demolition of cement concrete (unreinforced) of any descriptioin and in any position not other wise specifically provided complete.
Demolition of reinforced cement concrete in any descriptioin and in any position not other wise specifically provided complete.
Reinforced cement concrete 1:2 :4 type B-1 using 20 mm graded stone aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete (reinforcement to be measured separately).
M&L for providing precast reinforced cement concretevtype B1, 1:2:4 using 20 graded stone aggregate in landing cover slabs (for manholes etc) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles set in cement mortar 1:4 including necessary form work with plain faces
Mild steel TMT bars 10 mm dia as reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete.
Formwork to sides and soffits of slabs n. exc. 200 mm thick and similar works rough finished surfaces of concrete complete.
M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS-15658-2006 of 80mm thickness 40 Grade set with grey cement and pigment all as specified and directed.
M&L sand filling for filling under floors or in foundations including watering and consolidation.
M&L for cement concrete work in pavement/hard-standing of flexural strength 40 Kg/per square centimetre in field using 400 kg of cement per cubic metre thickness of concrete 25cm or less and compacting with using vaccume dewatering machine where directed and using surface plate vibrator for compaction over sub base, all as specified and directed by Engr-in-Charge
Demolition of Brickwork or stone/ boulders masonry built in cement or cement lime mortar incl all quions, arches, pillars, etc but excluding ashlar facing, dressed stone work and precast concrete articles.
M & L Brickwork with subclass 'B' Brick straight or curved on plan exc 6m mean radius, built in, built in cement mortar 1:4 complete all as specified.
M & L 15 mm thick rendering on brick work or concrete surface in cement mortar 1:4 surface finished even and smooth without using extra cement complete all as specified and as directed.
Excavation in trenches , n exc 1.5 m wide and n exc 1.5 in depth for foundation etc or for shafts, wells cesspits manholes, pier holes, etc n exc 10 sqm on plan and n exc 1.5m on plan and n exc 1.5m depth and getting out in soil/ mud from existing drain including removal of RCC cover from position all as specified and directed.
Removing excavated material exc 250 m but n exc 500 m and depositing where directed
M&L for finishing to the concrete surface by brooming when concrete is green all as specified and directed.
Forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound Grade 'A' for thickness of concrete slab in 150mm all as specified and directed.
Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade 'B'
Removing demolished materials out side of MOD land distance exc 1000m all as specified and directed.
S&F 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 rechargeale battery (1.2V/1600MA) consisting of super right LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc allas specified and directed.
S & F in repair cat eye 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 incl MS stud of suitable size as per manufactures instructions
Surface excavation n. exc. 30 cm deep and averaging 15cm deep and getting out in hard/dense soil.
Rolling and consolidating formation surfaces in cutting/filling incl watering as required filling in hollows and depression which occurs during the process of rolling by power roller exc 8 tonne & n exc 12 tonne.depression
M&L soling (or sub base) 150mm spreaded thickness (spread thickness) with broken stone or boulders hardcore of guage exc 63mm but n.exc. 100mm deposited, spreaded and levelled in layers nexc. 15cm thick watered and rolled and consolidated with 8 to 12 tonne power roller to gradient and camber required all as specified and directed.
M&L for continous brick edging with width equal to width of brick; of sub class B bricks and laid dry on verticaly with line and level complete all as specified and directed.
M&L for cleaning old dirt, oil/grease spots and foreign materials etc from road surface and applying 2.0mm thick thermo plastic (retro reflective) road marking paint for marking white traffic lines, straight or curved having clear and sharp edgs over road surfaces by using thermo plastic paint applicator machine and necessary T&P including cleaning of roads surfaces, heating the paints within temperature limits specified by the manufacturer marking proper arrangement for traffic during operation etc. complete all as specified and directed . Make Asian/Nerolac/Berger Paints. Note Thermo plastic paint material shall consist homogeniously composed of pigment resins and glass reflecto rizing beads in required proportion as perr MORTH specification and conforming to relavent IS.
PBS CONSTRUCTION CO (BID ID -3155377)
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