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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.5 LAccepted-AOC RZ 140 A EAST SAGARPUR STREET NO 7 8 NEW DELHI 110046 | NEW DELHI | NEW DELHI | DELHI | 110046 | L1 | Accepted-AOC Being L1 Bidder | |
| 2 | L2₹34.1 L+₹56,077 (1.67%)Rejected-AOC | L2 | Rejected-AOC Not L1 bidder | |
| 3 | L3₹34.7 L+₹1.2 L (3.43%)Rejected-AOC | L3 | Rejected-AOC Not L1 bidder | |
| 4 | L4₹35.8 L+₹2.3 L (6.74%)Rejected-AOC | L4 | Rejected-AOC Not L1 bidder | |
| 5 | L5₹39.9 L+₹6.4 L (19.1%)Rejected-AOC | L5 | Rejected-AOC Not L1 bidder |
Tender Value
₹48 L
EMD Value
₹96,000
Closing Date
29 Mar 2024, 6:00 pmClosed
GE (U)(W/S) DELHI CANTT
GE (U)(W/S) DELHI CANTT 110010
REPAIR/MAINTENANCE TO THE WATER SUPPLY INSTALLATIONS OF AGE (U) WATER SUPPLY NO-I UNDER GE (U) WATER SUPPLY, DELHI CANTT-10
2024_MES_645537_1
GE/WS/IFA-114/Token 64 OF 2023-24
Open Tender
Civil Works
Item Rate
180 days
GE (U)(W/S) DELHI CANTT
AS PER NIT AND TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
GE (U)(W/S) DELHI CANTT
₹96,000
Yes
3 Sept 2024
8 Mar 2024
1 Apr 2024
8 Mar 2024
29 Mar 2024
23 Mar 2024
Amount
Excavation in trenches not exc 1.5 metres wide and not exc1.5 metres deep for pipe line in any type of soil, getting out and levelling of bottom surface to required level complete all as specified and directed.
Returning filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm thick complete all as specified and directed.
Removal of excavated material from site to a distance not exceeding 50 meters away and depositing where directed at a level not exceeding 1.5 meters above the starting point complete all as specified and directed
Excavation in trenches by cutting of road crossing, PCC hard standing for taking out/laying of pipe including making good the existing surface to match the original surface by filing with hard core and PCC 1:2:4 type B-2 using 40 mm graded crushed stone aggregate etc complete all as specified and directed.
Taking up Cast Iron/Ductile Iron water mains (including all fittings) with spigot & socket ends and lead/tyton joints including burning out lead joints and recovering lead all as specified and directed by Engr-in-charge of the following sizes :- (Note:- (a) Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of CI/DI pipe in 'RM' and lead in 'KG'shall be taken into account and attach with RAR/F Bill) (b) Excavation and earth work shall be measured and paid seprately under respective items.
100 mm bore
150 mm bore
Supplying, laying, jointing, testing and commmisioning of DI Pipe as per IS 8329, class K-7 with inside cement mortar lining with spigot and socket ends laid in trenches complete all as specified and as directed at site for the following sizes :- Note : - (a) Earth work and Joints shall be measured and paid separetely (b) Layout plan for laying of DI pipe shall be given by EIC in writing. (c) DI pipe whole quantity of tender shall be procured by contractor in one time and the same will be paid in 1st RAR as material lying at site. (d) Piece meal site for laying of pipe shall be given by EIC and contractor arrange to transport the DI pipe accordingly at his own arrangement. No any additional payment for transportation will be given to contractor. Contractors are requested to quote rate accordingly.
100 mm bore
150 mm bore
M&L for CI fittings/specials such as Tees, bends (any type, radius and angle) tapers any type, collars, tail pieces, caps and plugs of size upto 250 mm dia confirming to IS: 1538-1993 complete all as specified and directed by Engr-in-Charge. (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of fittings in weight (KG) shall be taken into account and attach with RAR/F Bill)
M&L for DI fittings/specials such as Tees, bends (any type, radius and angle) tapers any type, collars, tail pieces, caps and plugs of sizes upto 150 mm dia confirming to IS: 9523 complete all as specified and directed by Engr-in-Charge. (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of fittings in weight (KG) shall be taken into account and attach with RAR/F Bill)
Material and labour for Rubber Gasket Joint (Tyton Joint) including jointing material for DI/CI pipe of following size/bore :- (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV for PVC Scrap in weight (KG) shall be taken into account and attach with RAR/F Bill)
100 mm bore
150 mm bore
M&L for construction of valves pit chamber having dimension of 120 cm X 120cm x 120cm (internal height ) using PCC (1:4:8) type D2 using 40mm graded crused stone aggregate for foundation & 15 cms thick rendering in cm (1:4) and 23 cm thick brick wall CM (1:4), 10mm thick rendering all around the brick workin cement mortor 1: 6 on internal surface of pit, PCC (1:2:4) type B1 using 20mm graded crushed stone aggergate coping for grouting MS frame including 6 mm thick MS top sheet cover with locking arragnement, MS frame made out of 40 X 40X 6mm thick angle iron including painting the steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer including necessary excavation in any type soil, returning, filling in and removal of surplus soil to a distance not exceeding 50mtrs all as specified and including demolition/ dismantling of exsiting valve chamber as directed by the Engr-in- charge (Note :- (i) Excavation & earth work shall be deemed included in quoted unit rate. (ii) Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of Valve pit brick work in 'CUM' & iron Scrap in 'KG' shall be taken into account and attach with RAR/F Bill)
M&L for painting on steel and iron surfaces with two coat of synthetic enamel paint over a coat of red oxide primer as per existing colour scheme or pattern after preparation of old painted surface of any description over 10cm in width or girth complete all as specified and as directed by Engr-in-charge
S&F in replacement of analog type time switch FM 1/ quartz daily 240V AC, flush mounting, 50 Hz code No. J648F1, complete all as specified and directed.
Supply & fixing , install testing and commissioning of LT panel ,outdoor type cubical shape,three phase, 4 wire, Al bus bar for phases and neutral made out of CRCA sheet 2.00 mm thick ,factory fabricated , CPRI approved , powder coated ,dust and vermin proof , provn for ventilation , angle iron frame and four legs of 50x50x6mm thick angle iron ,2 ft long grouted on PCC foundation of height not less than 30 cm from the ground level , grouting properly ,and of suitable size to accomodate the items mentioned below and having seperate compartment /chambers for cable gallery busbar, switch gear all as specified and comprising of following including necessary cable connections to the MCCBs ,voltmeter,Ammeter and cable lugs ,spreader terminals etc .
Supply & fixing , install testing and commissioning of LT panel ,outdoor type cubical shape,three phase, 4 wire, Al bus bar for phases and neutral made out of CRCA sheet 2.00 mm thick ,factory fabricated , CPRI approved , powder coated ,dust and vermin proof , provn for ventilation , angle iron frame and four legs of 50x50x6mm thick angle iron ,2 ft long grouted on PCC foundation of height not less than 30 cm from the ground level , grouting properly ,and of suitable size to accomodate the items mentioned below and having seperate compartment /chambers for cable gallery busbar ,switch gear all as specified and comprising of following including necessary cable connections to the MCCBs ,voltmeter,Ammeter and cable lugs ,spreader terminals etc .
Supply and fixing neck of dia 11 to 15 mm Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm long but n. exc 10 cm long complete all as specified and directed. Note:- (a) Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of MS bolts/screws in 'Kg' shall be taken into account and attach with RAR/F Bill)
Supply and fixing in repair for joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) Fe-410-W (Gde-E-250) quality B, including synthetic enamel paint over red oxide primer complete all as specified and directed. Note:- (a) Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of MS plates/angles/tees etc in 'Kg' shall be taken into account and attach with RAR/F Bill)
Supply only mild steel chain link fencing of mesh size 50 mm ,wire 3mm dia having weight n less than 2.22 Kg/sqm. Note:- (a) Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of Old fencing scrap in 'Kg' shall be taken into account and attach with RAR/F Bill)
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and directed.
Excavation in post holes in any type of soil each not exceeding 0.5 cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm watering and removing surplus soil to a distance not exceeding 50 metre and making good surface complete all as specified and directed.
Material and labour for PCC 1:4:8 Type D2 using 40 mm graded aggregate as in foundations, filling and mass concrete.
Supply and fix pre-painted galvalume aluminium zinc coated GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed fixed with self taping screws roofing including taking down old unserviceable material complete all as specified. Note:- (a) Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of old CGI SHEET in 'Kg' shall be taken into account and attach with RAR/F Bill)
Supply and fix pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed fixed with self taping screws roofing including ridges including taking down old unserviceable material complete all as specified and directed. Note:- (a) Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of old plain GI SHEET in 'Kg' shall be taken into account and attach with RAR/F Bill)
Supply and fix steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S.1161-1979 grade St-240 including taking down old unserviceable material complete all as specified and directed. Note:- (a) Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of old truss work in 'Kg' shall be taken into account and attach with RAR/F Bill)
Supply, Laying, Jointing, Welding, Testing and Commisioning of MS Pipe (Heavy Class 'C') as per IS:1239 of following size laid in trenches or in Horizontal/Vertical/Inclined position or laying in floors for connection of suction/delivery line including taking out the old unserviceable pipes complete all as specified and as directed. Notes : MS Flanges and Fabrication work shall be measured and paid separately. Note : - (a) Earth work and Joints shall be measured and paid separetely (b) Layout plan for laying of MS pipe shall be given by EIC in writing. (c) MS pipe whole quantity of tender shall be procured by contractor in one time and the same will be paid in 1st RAR as material laying at site. (d) Piece meal site for laying of pipe shall be given by EIC and contractor arrange to transport the MS pipe accordingly at his own arrangement. No any additional payment for transportation will be given to contractor. Contractors are requested to quote rate accordingly.
80 mm bore
100 mm bore
150mm bore
200 mm bore
300 mm bore
Supply & Fixing in replacement MS Flange of following sizes, 16 mm thick, duly welded on ends of MS pipe including necessary cutting to existing MS pipe or in new MS pipe with flange joint including nuts, bolts, washers and rubber gaskets complete all as specified and as directed . Note:- (a) Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of old MS flange in 'Kg' shall be taken into account and attach with RAR/F Bill)
80 mm bore
100 mm bore
150mm bore
200 mm bore
300 mm bore
M&L for making hole of size 150/100 mm with the help of gas cutter and electric driver cutter in MS pipe of size 200 to 300 mm for connection the Pipe line of size 150/100 mm bore.
Taking down cement plaster or cement lime plaster on PCC/Stone surface/brick surfaces including raking out joints hacking for key scrubbing down with water etc all as directed .
Rendering 15 mm thick in CM (1:4) on fair faces of brickwork or concrete surfaces finished even & smooth, complete all as specifeid and directed.
Demolition of brick work or stone/boulder masonry built in cement mortar including all quoin jambs pillars etc, complete all as specifeid and directed. Note:- (a) Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of old U/S bricks in 'Cum' shall be taken into account and attach with RAR/F Bill)
M&L Brick work with sub class 'B' old size bricks bricks straight or cured on plan exceeding 6 m mean radius built in cement mortar 1:6, complete all as specifeid and directed.
Demolition and dismantling concrete in ground floors and pavings n exc 15 cm thickness below or above ground level, complete all as specifeid and directed.
M & L for PCC (1:3:6) type C2 using 40mm graded aggregate as in foundation for including fair finish even and fair to exposed surfaces without using extra cement complete all as specified and directed
Hacking out old broken glass any thickness, size, quality or description from wooden frames or stone, concrete or brick surrounds glazed with putty or fixed with beads including S&F 3 mm thick plain sheet glass ordinary quality in square not exceeding 0.5sqm, complete all as specified and directed
M&L for coloured Glazed ceramic tiles in vertical surfaces of size 300mm x 200mm, 7mm thick set and jointed in neat cement slurry and pointed in white or coloured cement to match all as directed.
Supply and fixing & installation in replacement of perforated MS cable tray of size 350x50x2mm including horizontal and vertical bends, prepared hanging system and other accessories including painting of cable tray complete all as specified.
M&L for fabrication (welding work ) of MS Header/ any size upto 300mm MS pipe at various pump house site for connection of pipe , arresting leakges on header all as specified and directed.
M&L Machine pressed precast concrete interlocking paverblocks any shape and size confirming to IS 15658-2006 of 60 mm thick, M-40 Grade with grey cement and pigments, over 25 mm thick sand cushioning complete all as specified and as directed. Note(A) : Sand Cushioning shall be measured and paid under respective item. Note:- (B) Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of old paver blocks in 'each' shall be taken into account and attach with RAR/F Bill)
M&L for spread fine river sand in trenches complete all as specified and as directed.
Testing of drinking water samples being collected from storage tanks (OHT/UG Sumps/Semi UG Sumps) from various installations in AOR under AGE(U) Water Supply No. I and submission of detailed test report to the office of Engineer-in-Charge. (a) Collection of water from different sources of water i.e. Storage Tanks and Tap Supply at the last supply point in various pockets in sterilized bottle and testing in Govt Approved laboratory as mentioned in specification. (b) Carrying out minimum essential testing of water as per IS 10500-1991 mandatory for chemical colour, odour, taste, turbidity, PH value TDS total hardness, iron, chloride, flouride, Lead (Pb) and residual free chlorine and Bacteriological total Collie from organisms per 100 ml and E Collie in 100 ml) and submission to this office with specific recommendation regarding suitability of water for drinking purpose. Note :- Rate quoted shall deemed to be included for : - (i) Cost of sterilized bottle as required. (ii) To and fro transportation charges for collection of samples from different sources
M&L for removing weeds and wild grass inside the installations using chemical spray and trimming trees and unwanted plants using petrol operated Tree/Grass cutting tools and dressing of the surface by scrapping high patches and filling low patches with the scrapping soil to give an even and neat look to the site and disposing off all the unwanted grass, bushes and debris all as directed by the Engineer-in-Charge.
Supply and fixing rotational moulded polyethylene water storage tank , cylindrical vertical with closed top, 500 ltrs capacity, trippple layered hoisted and fixed in position after taking down as existing at site (of any capacity) complete all as specified an as directed. Note(A): For Pump Priming purpose in pump house.. Note:- (B) Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of old WATER TANK in 'each' shall be taken into account and attach with RAR/F Bill)
M&L for earthing complete with galvanized steel earth plate electrode of size 600x600x6mm thick buried directly in ground (earth pit not less than 2.25m deep below the normal ground level) with top edge of the earth plate not less than 1.5 mtr below normal ground level connected to galvanised iron strip 25×4mm as earthing lead connectd by means of bolts, nuts, washers and check nuts all as shown in electrical plate No 3 of MES SSR Part-I, including testing on completion complete all as specified and as directed. Note:- (A) Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of GI plate in 'each' shall be taken into account and attach with RAR/F Bill)
Microsys Controls India
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Ridhi engineers and builders
Yadav Enterprises
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