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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.4 LAccepted-AOC | 1 | Accepted-AOC Lowest tender | |
| 2 | 2₹15.1 L+₹49,575 (3.40%)Rejected-AOC | 2 | Rejected-AOC 2nd | |
| 3 | 3₹16.6 L+₹2.0 L (13.5%)Rejected-AOC 110059 NEW DELHI NATIONAL CAPITAL TERRITORY OF DELHI 110059 | WEST DELHI | DELHI | 110059 | 3 | Rejected-AOC 3rd | |
| 4 | 4₹18.5 L+₹3.9 L (26.8%)Rejected-AOC NA | NA | NA | 121004 | 4 | Rejected-AOC 4th | |
| 5 | 5₹19.1 L+₹4.5 L (30.9%)Rejected-AOC 1 OPP NAGAR NIGAM KATNI MAIN ROAD KATNI MADHYA PRADESH 483501 | KATNI | MADHYA PRADESH | 483501 | 5 | Rejected-AOC 5th |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
25 Jul 2019, 6:00 pmClosed
GE AF TUGHLAKABAD
GE AF TUGHLAKABAD SANGAM VIHAR PO NEW DELHI 110080
Cleaning of sewage disposal system, manhole cover, drain cover, STP etc and other STP connected works at VSV, Tech Area and MES Colony, AF Stn Tughlakabad
2019_MES_260848_1
GE/TKD/BR/TOKEN-05/2019-20
Open Tender
Civil Works
Item Rate
330 days
GE AF TUGHLAKABAD
MES contractor enlisted as Class E or above category aii having deposited Standing Security of Rs. 50000 with dept. Contractors not enlisted in MES should meet the MES enlistment criteria corresponding to appropriate class and category
8 documents required · 8 mandatory
₹500
Yes
GE AF TUGHLAKABAD
₹50,000
Yes
3 Jun 2020
19 Jun 2019
27 Jul 2019
10 Jul 2019
25 Jul 2019
10 Jul 2019
19 Jun 2019 - 9 Jul 2019
Amount
Excavation in trenches not exc. 1.5 mtr wide and not exc. 1.5 mtr in depth for foundations etc. or for shafts, wells, cesspits, manholes, pier holes etc n. exc 10 Sqm on plan and not exc 1.50 meter in depth and getting out in soft/loose soil complete.
All as per srl item No 1 but exc. 1.5m and not exc. 3m deep complete all as specified and directed.
Returning filling in including spreading, leveling, watering and well ramming in layers not exceeding 25 cms in soft/ loose soil complete all as specified and directed.
Removing excavated material (soil) n. exceeding 50Mtr and depositing where directed at a level n. exceeding 1.5m above the starting point complete all as specified and directed.
Demolition of brick work including all quoins, arches, pillar etc. built in CM complete all as specified and directed.
M&L for brick work with subclass 'B' Bricks straight or curved on plan exe 6 mtr mean radius built in CM 1:4 complete all as specified and directed.
Labour only Brick work with subclass 'B' Bricks straight or curved on plan exe 6 mtr mean radius built in CM 1:4 complete all as specified and directed.
M&L for 15mm thick rendering in CM (1:4) to brick/concrete wall surfaces finished even & smooth (without using extra cement) with water proofing compound at the rate of 3% by weight of cement or as per the manufacturer’s instructions complete all as specified and directed. Note: WPC shall be measured and paid for separately
Supply only integral water proofing compound complete all as specified and directed.
Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.
Demolition of RCC of any description and in any position not otherwise specifically provided for complete all as specified and directed.
M&L for providing Precast cement concrete 1:2:4 Type B1 as in cover slabs (for manholes etc) and similar articles with plain faces and set in cm 1:4 complete all as specified and directed.
M&L for providing plain cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.
Demolition & breaking up 150 mm bore drain pipes (salt glazed ware, AC or reinforced pipes) including PCC bed and haunching set in cement mortar complete all as specified and directed.
Demolition & breaking up 200 mm bore drain pipes (salt glazed ware, AC or reinforced pipes) including PCC bed and haunching set in cement mortar complete all as specified and directed.
M&L for providing plain cement concrete (1:3:6) type C-2 using 40mm graded stone aggregate as in concrete bed to drain pipes of 150 mm bore including packing under & haunching against the sides of pipe after they are laid and tested complete.
M&L for providing plain cement concrete (1:3:6) type C-2 using 40mm graded stone aggregate as in concrete bed to drain pipes of 200 mm bore including packing under & haunching against the sides of pipe after they are laid and tested complete.
M&L for 150 mm bore salt glazed stone ware drain pipes laid in trenches and jointed complete all as specified and directed.
M&L for 200 mm bore salt glazed stone ware drain pipes laid in trenches and jointed complete all as specified and directed.
S&F in repair 100mm dia cast iron soil waste pipe and vent pipes in any length with or without ears with cement joints laid in trenches or in floors complete all as specified and directed.
S&F in repair 100mm dia cast iron soil waste pipe and vent pipes in any length with or without ears with cement joints fixed to walls complete all as specified and directed.
S&F in repair 75mm cast iron soil (sand cast) waste and vent pipes in any length with or without ears with cement joints fixed to walls complete all as specified and directed.
S&F in repair 100mm CI Bends (any radius), diminishing pieces or tapers (larger bore measured) complete all as specified and directed.
S&F in repair 75mm CI Bends (any radius), diminishing pieces or tapers (larger bore measured) complete all as specified and directed.
M&L for providing plain cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in copings, benching etc. complete all as specified and directed.
Use and waste form work to sides and soffits of floor, roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves including supports, over hangers etc also splays between floor and beam etc for rough finished surfaces of concrete flat complete all as specified and directed.
M&L for Reinforced cement concrete in type B1 1:2:4 (20mm graded stone aggregate) slabs supported on walls, beams, and columns, in floors, roof, landings, balconies, canopies, deck slab and in shelves and the like complete all as specified and directed.
M&L for Reinforcement cement concrete (1:2:4) B-1 using 20mm graded stone aggregate as RCC beam, band etc. incl. use of necessary form work complete all as specified and directed.
M&L for MS TMT bar 10 mm dia and over cut to length, bent to shape required including cranking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire annealed not less than 0.9 mm dia and conforming to Fe 500 or Fe 550D complete.
M&L for MS TMT bar 8 mm dia and over cut to length, bent to shape required including cranking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire annealed not less than 0.9 mm dia and conforming to Fe 500 or Fe 550D complete.
S&F vitreous china urinal partition white/ coloured of size 310x700 mm complete all as specified and directed.
S&F in repairs, towel rail 600 mm long of PTMT fixed with and including chromium plated brass screws and plastic cleats (Minimum weight 60 gms) complete all as specified and directed.
M&L in repairs for SS kitchen plate rack of size 24"x30".
S&F PVC cabinet mirror size 600 X 450mm.
S&F in repair cast iron inspection hole covers with nuts and bolts complete fixed to CI pipes of size 100 mm complete.
Removing floor/ Nahni trap cover, cleaning the trap by removing greasy substances, sludge etc with or without use of chock remover manually ensuring free flow of waste water, fixing of trap cover using neat cement paste complete all as specified and as directed by Enge-in-charge.
Cleaning CI/SGSW pipe of 100mm bore from gully trap/WC to first manhole by rodding/choke remover manually as in foul condition after taking off manhole cover and placing manhole cover (old) in position including sealing around manhole cover where required complete all as specified and directed.
Cleaning of existing drain pipes 150mm internal dia up to 1.50 mtr depth by roding manually as required at site from manhole and well flushing after cleaning incl. getting out sludge if any and liquid materials from connecting manholes, deposited in lines removing solids and sludge to any distance place outside defence land at their own cost and cost of removal shall be included in this rate including cutting bushes around the manholes and ion the route of sewer line complete all as specified and directed.
All as per item 30 here-in-before but 200mm dia and depth from 1.5 to 3.00 mtr depth including cutting bushes around the manholes and ion the route of sewer line complete all as specified and directed.
S&F in repairs, urinal half stall vitreous china coloured supplied with PTMT integrated spreader for even flow of water, installed with concealed 'Z' brackets, including brass chromium plated bottle trap, waste coupling complete all as specified and directed.
Dewatering (in covered safety tankers) existing septic tanks and soak wells and disposal of effluent outside MD land complete all as specified and directed
Desludging in (covered safety tankers) by removing semi solid sludge from existing septic tank soak wells of any capacity and any depth as in foul condition including taking and placing in position manhole cover of any description removal of sludge and solid contents to any place outside defence land all as directed.
Cutting of bushes, weeds, vegatator etc are thrown away all the waste to a distance exceeding 250mtr from oxidator pond complete all as specified and directed by Engr-in-Charge
M&L for removing silt/soil, any description from storm drain of any size complete all as specified
M&L 100 mm thick PCC (1:2:4) type B1 using 20 mm graded stone aggregate as in flooring including finishing the concrete surface smooth & even without using extra cement.
Forming construction joints 30mm deep and 5 mm wide filled with sealing compound grade A complete all as specified
M&L for 75 mm thick PCC (1:3:6) type C-2 (using 40 mm graded stone aggregate) as in plinth protection.
M&L for screed bed or bedding layer of mortar 15 mm thick in CM (1:6) for laying floor finishes.
M&L for 20 cm x 20 cm x 25 mm thick chequered cement concrete tiles set jointed and pointed in neat cement slurry in floors with grey cement and no pigments.
M&L for non skid ceramic coloured tiles 7 to 8 mm thick (square/rectangular) area of each tiles exceeding 0.18 but not exceeding 0.38 sqm in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of the tiles complete all as specified and directed.
M&L for non skid ceramic coloured tiles 7 to 8 mm thick as on vertical surfaces such as skirting (square/rectangular) area of each tiles exceeding 0.18 but not exceeding 0.38 sqm set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of the tiles complete all as specified and directed.
Taking down of cement plaster on brick or stone walls etc. including racking out joints, hacking for key, scrubbing down with water etc. complete all as specified and directed.
M&L for rendering 15 mm thick in CM (1:6) finished even and smooth as on brick work surfaces complete all as specified and directed.
M&L for 15mm thick rendering in CM 1:4 to brick/concrete wall surfaces finished even & smooth w/o using extra cement.
M&L for two coats of distemper oil emulsion over a coat of acrilic wall putty over one coat of white wash to newly plastered wall surfaces including preparation of surface complete.
M&L for two coats of cement based paint over a coat of white wash on new surfaces of walls including preparation of surfaces complete all as specified and directed.
M&L for rendering 10 mm thick in CM (1:3) finished even and fair as on brick or concrete surfaces for laying wall tiles complete all as specified and directed.
M&L for glazed ceramic coloured tiles 300x200x7mm thick as in skirting/ dado set & jointed in neat cement slurry & pointed in coloured cement to match the shade of oloured tile complete all as specified and directed.
M&L in replacement for pre cast perforated RCC drain cover with frame (rectangular or square) the area of each cover should not be more than 0.5 square mtr and thickness of 60mm each with holes manufactured with M-30 grade of concrete by Vibro Compaction process using accurately designed molds and as suitable reinforced to enable the cover to take load i.e 20 MT for Heavy duty (when tested as per IS-12592) complete all as specified and directed.
Notes: The amount of Rs 14,100.00 against schedule of credit given on Tender Serial Page No 28 shall be deducted from the total amount quoted by the contractor against BOQ while deriving the contract sum for acceptance.
Parveen Builders
V r traders
M/s Sagar Construction Company
Neeraj Enterprises
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