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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹20.8 LAccepted-AOC | ₹20.8 L Quoted ₹21.2 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹21.7 L+₹52,801.83 (2.49%)Rejected-Finance WZ 250 B 2 GALI NO 08 SADH NAGAR I PALAM COLONY NEW DELHI 110045 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110045 | ₹21.7 L+₹52,801.83 (2.49%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹21.9 L+₹74,362.74 (3.51%)Rejected-Finance | ₹21.9 L+₹74,362.74 (3.51%) | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹22.0 L+₹77,704.04 (3.67%)Rejected-Finance | ₹22.0 L+₹77,704.04 (3.67%) | L-4 | Rejected-Finance L-4 |
| 5 | L-5₹22.5 L+₹1.3 L (6.02%)Rejected-Finance | ₹22.5 L+₹1.3 L (6.02%) | L-5 | Rejected-Finance L-5 |
Tender Value
₹29 L
EMD Value
₹58,000
Closing Date
9 May 2023, 6:00 pmClosed
GE (AF) FARIDABAD
GE (AF) FARIDABAD
UP-GRADATION OF OVERHEAD WATER TANKS AT OMQs AND SMQs AT AF CAMP NARAINA IN AOR OF GE (AF) FARIDABAD
2023_MES_588971_1
GE(FBD)/AF-03/2023-2024
Open Tender
Civil Works
Item Rate
180 days
NARAINA
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (AF) FARIDABAD
₹58,000
Yes
5 Aug 2023
11 Apr 2023
11 May 2023
11 Apr 2023
9 May 2023
25 Apr 2023
11 Apr 2023 - 18 Apr 2023
Amount
Demolition of Brickwork or stone/ boulder masonry, built in lime mortar including all quoins, arches, pillars,etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed by Engineer-in-Charge.
M&L for Brickwork with subclass ‘B’ bricks (old size bricks), straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed by Engineer-in-Charge.
All as per item No 02 above here in but except bricks complete all as specified and directed by Engineer-in-Charge.
M&L for brick work with sub class 'B' bricks (old size brick) straight or curved on plan to any radius in half bricks thick walls built in CM 1:4 complete all as specified and directed by Engineer-in-Charge.
Taking down cement plaster of any description on concrete surfaces such as soft it of RCC slab, chajjas and brick walls etc inck raking out joints hacking for key scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.
M&L for rendering 15mm thick cement plaster in CM 1:6 on brick work or concrete surfaces including finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
M&L for rendering 15mm thick in CM 1:4 on of brick work or concrete surface finish ever and smooth (w/o using extra cenent) incl WPC as per user manual at any height etc complete all as specified and directed ( thick cement plaster in CM 1:6 on brick work or concrete surfaces including finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
Supply only liquid WPC complete all as specified and directed by Engineer-in-Charge.
M&L for rendering 10mm thick in CM 1:3 over concrete surface as on ceiliong, chhajja, shelves etc to match with existing surfaces finish even and smooth w/o using extra cement complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new plastered surface and appling two coats of oil emulsion distemper on wall over one coat of primer resistance through machancial spray gun machine complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new plaster surface on ceilling & applying two coats of cement based paint over a coat alkali primer resistance through machancial spray gun machine complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new plaster surface on wall & applying two coats of cement based paint over a coat alkali primer resistance through machancial spray gun machine complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of old surfaces by removal of existing treatment and applying two coats of oil bound distemper over a coat of primer on surface of walls through electrical operated grinder and machancial spray gun machine complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of old surfaces by removal of existing treatment and apply two coats of cement based paint over a coat alkali primer resistance etc through machancial spray gun machine complete all as specified and directed by Engineer-in-Charge.
S&F in repair for Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) of 500 ltr capacity hoisted and fixed in position incl 20mm dia ball float valve with aluminium fitting GI nipple and any fitting dismantling existing water tank comple all as specified and directed
S&F in repair for Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) of 1000 ltr capacity hoisted and fixed in position incl 20mm dia ball float valve with aluminium fitting GI nipple and any fitting dismantling existing water tank complete all as specified and directed by Engineer-in-Charge.
Disconnecting existing tanks exc 250 & n exc 500 ltr, setting aside (or lowering if required) for repairs, cleaning and removing all scale and dirt etc. from tank and hoisting if required reconnecting and re-fixing in same position complete all as specified and directed by Engineer-in-Charge.
Disconnecting existing tanks exc 500 & n exc 1000 ltr, setting aside (or lowering if required) for repairs, cleaning and removing all scale and dirt etc. from tank and hoisting if required reconnecting and re-fixing in same position complete all as specified and directed by Engineer-in-Charge.
S&F in repair 25mm dia of pipe Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge.
S&F in repair 20mm dia of pipe Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge.
S&F for 25mm dia Nipple suitable for HDPE water tank. (Minimum weight 15 mm-38gms/20mm- 45gms /25mm- 65gms) complete all as specified and directed by Engineer-in-Charge.
S&F for 20mm dia Nipple suitable for HDPE water tank. (Minimum weight 15 mm-38gms/20mm- 45gms /25mm- 65gms) complete all as specified and directed by Engineer-in-Charge.
S&F Ball valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed. (Minimum weight 15mm-142gms/ 2 0 m m - 2 1 0 g m s . / 25mm-455gms/ 40mm - 690 gms) complete all as specified and directed by Engineer-in-Charge.
S&F in repair 15mm dia unions brass to connect iron to polyethylene and fixed complete all as specified and directed by Engineer-in-Charge.
S&F in repair 20mm dia unions brass to connect iron to polyethylene and fixed complete all as specified and directed by Engineer-in-Charge.
S&F in repair 25mm dia unions brass to connect iron to polyethylene and fixed complete all as specified and directed by Engineer-in-Charge.
S&F Ball valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed. (Minimum weight 15mm-142gms/ 2 0 m m - 2 1 0 g m s . / 25mm-455gms/ 40mm - 690 gms) complete all as specified and directed by Engineer-in-Charge.
Taking up or down 15mm dia bore steel tubing and connection including cleaning for refixing or removed to store complete all as specified and directed by Engineer-in-Charge.
S&F for GI tubing 15mm bore medium grde with all fittings and fixed complete to wall and ceiling or laid in floors etc incl cutting chases in brick wall pinning in making good in CM 1:3 to facings where required complete all as specified and directed by Engineer-in-Charge.
Taking up or down steel tubing and connection including cleaning for refixing or removed to store 20mm dia bore complete all as specified and directed by Engineer-in-Charge.
S&F GI tubing 20mm bore medium grade medium grade with all fittings and fixed complete to wall and ceiling or laid in floors complete all as specified and directed by Engineer-in-Charge.
Taking up or down steel tubing and connection including cleaning for refixing or removed to store 25mm dia bore complete all as specified and directed by Engineer-in-Charge.
S&F GI tubing 25mm bore medium grade with all fittings and fixed complete to wall and ceiling or laid in floors complete all as specified and directed by Engineer-in-Charge.
S&F for 110mm bore PVC pipes single socketed pressure rating @ 4Kg/Sq cm length 'medium grade' with rubber ring joint fixed to wlalls with dash ture nut and bolt at every 2 meter length complete, incl taking up/down old pipe with all fittings complete all as specified and directed by Engineer-in-Charge.
S&F for 110mm bore PVC bends/junction any radius complete all as specified and directed by Engineer-in-Charge.
Demolition of cement concrete unreinforced and paving n exc 15 cm thickness below or above ground level, concrete debris and rubbish to a distance n exc 100m complete all as specified and directed by Engineer-in-Charge.
Remoing exavated material n exc 250 m and deposing where directed at a level n exc 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge.
M&L for 75mm thick PCC 1:2:4 type B2 (using 40 mm agg.) as in water tank stagging complete all as specified and directed by Engineer-in-Charge.
M&L for 50 mm thick PCC 1:3:6 type C-2 (using 40mm agg) as in plinth protection /path/ any paved area complete all as specified and directed by Engineer-in-Charge.
M&L for taking down existing roof treatment of any description and any type complete all as specified and directed by Engineer-in-Charge.
M&L for roughening surfaces of old concrete floor by picking sweeping clean and washing down with water to remove dust incl brushing meat cement slurry with 3 Kg of cement per Sqm etc complete all as specified and directed by Engineer-in-Charge.
M&L rendering 15mm thick in CM 1:4 on of brick work or concrete surface finish ever and smooth (w/o using extra cement ) incl WPC as per user manual at any height etc complete all as specified and directed by Engineer-in-Charge. (WPC will be measured and paid separately)
M&L for preparation of roof surface and applying evenly a tack coat of industrial bitumen 85/25 grade @ 1.2 Kg/Sqm including APP based polymeric membrane minimum weighing 3 Kg/Sqm and minimum 3 mm thick reinforced with polyster non wove fabric ( wt not less than 150grams/Sqm) land on primed surface by forced application, joints to be touched hot and width of overlaps not be less than 150mm complete all as specified and directed by Engineer-in-Charge.
M&L for making benching with PCC (1:2:4) type B) using WPC along side wall adjoining to roof in concave shape complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new steel or iron surfaces of any description ot otherwise sescribed over 10 cm girth or width and applying two coats or synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed by Engineer-in-Charge.
S&F for 5mm dia welded steel wire fabric weight per sqm exc 4Kg supplied and fixed complete to wood of steel member if any complete all as specified and directed by Engineer-in-Charge.
M&L for Framed work such as grills, gratings etc with ends of bars shouldered and/or riveted or forged into spikes framed guard bars barred iron doors ladders framed balusters walk ways railings framework of water tanks and similar work conforming to Fe 290 Gde-E-16, complete all as specified and directed by Engineer-in-Charge.
imran construction company
GIR RAJ BUILDERS
RRR CONSTRUCTIONS
H.B. Traders
MAA BHAWANI CONSTRUCTION
Singh Associates
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