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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.1 LAccepted-AOC | L1 | Accepted-AOC Awarded being lowest bidder | |
| 2 | L2₹34.7 L+₹72,925 (2.14%)Rejected-AOC | L2 | Rejected-AOC Other than lowest bidder | |
| 3 | L3₹36.6 L+₹2.6 L (7.66%)Rejected-AOC H NO 1366 3 GALI NO 6 MATA ROAD NEAR HAPPY MODEL SCHOOL RAJIV NAGAR GURGAON 122 001 HARYANA | GURGAON | GURGAON | HARYANA | 122001 | L3 | Rejected-AOC Other than lowest bidder | |
| 4 | L4₹40.0 L+₹6.0 L (17.6%)Rejected-AOC FLAT NO 93 POCKET 03 SECTOR 11 DWARKA NEW DELHI 110 075 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110075 | L4 | Rejected-AOC Other than lowest bidder | |
| 5 | L5₹41.9 L+₹7.9 L (23.1%)Rejected-AOC C 223 MIANWALI COLONY GURGAON 122001 HARYANA | GURUGRAM | HARYANA | 122001 | L5 | Rejected-AOC Other than lowest bidder |
Tender Value
₹48.5 L
EMD Value
₹97,000
Closing Date
22 Jun 2021, 6:00 pmClosed
GE (P) AF Gurgaon
GE (P) AF Gurgaon NEAR ATUL KATARIA CHOWK
GE (P) AF/GUR-34/2021-22 REPAIR TO SECURITY/COMPOUND WALL, HARD STANDING, AREA DRAIN, FENCING, CULVERT ETC IN ADMIN AREA, H-BLOCK, G-BLOCK AND MES OFFICE AT AF STN GURGAON UNDER GE (P) AF GURGAON
2021_MES_445058_1
GE (P) AF/GUR-34/2021-22
Open Tender
Civil Works
Item Rate
180 days
GE (P) AF Gurgaon
AS SPECIFIED IN NIT
10 documents required · 10 mandatory
₹500
GE (P) AF Gurgaon
₹97,000
Yes
29 Jun 2021
22 May 2021
24 Jun 2021
22 May 2021
22 Jun 2021
7 Jun 2021
Amount
Dismantling of Brick Work built in Cement Mortar including all Quoins, Arches, Pillars, etc. of any descriptions, complete all as specified and as directed.
Demolition in cement concrete in any description and any position not other wise specified and provided as in ground floor and paving nexc. 15 cm thickness (below above ground floor) all as directed by Engr-in-Charge.
Taking down Cement Plaster, any description on brick walls or on concrete surfaces including raking out Joints, hacking for key, scrubbing down with Water, etc., and removing same from the Site(s), complete all as specified and as directed.
M&L for cement concrete 1:4:8 type D-2 using 40mm graded aggregate as in foundation, filling and mass concrete complete all as specified and directed by Engr-in-Charge.
Excavation in post holes n exc 0.5 cum each, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, ramming and removing surplus soil to a distance n exc 50 m and making good surface for soft/loose soil, completed all as specified as directed.
M&L for Brick work with sub-Class ‘B’ bricks (with old size bricks), straight or curved on plan exc. 6m mean radius, built in cement mortar 1:4, complete all as specified and as directed.
All as per srl item No. 6 here in before but except bricks Note:- Serviceable bricks obatined from srl item No. 01 shall be re-used in srl item No. 07 after cleaning etc complete all as specified and directed by Engr-in-Charge.
M&L for Rendering 15mm thick on any face of brick work in cement mortar 1:4, finished plastered surfaces even and smooth without using extra cement, complete all as specified and as directed. (WPC measured and paid separetly)
Supply only liquid water proofing compound mix cement concrete/cement plaster as per manufacture instruction all as directed by Engr-in-Charge. Make Dr fixit, M/S cico, Fosroc
M&L for preparetion of new plastered surface one coat of JK/Birla white cement exterior grade putty and applying two coat of weather proof exterior grade emulsion paint over one coat of primer paint including necessary scaffolding all as specified and directed by Engineer-in-Charge.
M&L for preparetion of new plastered surface one coat of JK/Birla white cement exterior grade putty and applying two coat of weather proof exterior grade emulsion paint in camouflage pattern over one coat of primer paint including necessary scaffolding all as specified and directed by Engineer-in-Charge.
M&L for two coats synthetic enamals paint over a coat of red oxide/zinc chrome primer including preparation of new steel surface exc 10 cm in width or girth complete, all as specified as directed.
M&L for two coats synthetic enamals paint including preparation of old treated steel surface exc 10 cm in width or girth complete, all as specified as directed.
Dismantling of mild steel work of any description not other wise provided of all as direted by Engr-in-Charge.
M&L for Mild steel plates, plain or chequered, 5mm thick or over in thickness in available sizes Fe 410 W (Gde-E-250) quality-A complete all as specified and directed by Engr-in-Charge.
S&F for MS as in posts and struts in fencing angle including cutting tops to shape as directed, drilling holes, notching for wire etc flat iron fillets (for securing with mesh etc including all necessary drilling bolting or riveting etc and similar work confirming to Fe-290 (Gde-E-165 quality-B. Note:-Posts/struts of angle iron made to shape shall be welded to existing angle iron bracket of security wall, contractor shall make his own arrangement for welding for boundary wall by using gen sets or any alternative arrangement all as specified and directed by Engr-in-Charge.
Supply only Chain link MS galvanised fencing, size 75mmx75mmx4mm wire complete all specified and directed by Engr-in-Charge.
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all specified and directed by Engr-in-Charge.
M&L for expanded metal not exc four kg per sqm, cut to length, bent to shape required and tying with and including annealed muild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members all as specified and directed by Engr-in-Charge.
S&F Steel work in tubular trusses, pillars and purlins including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S 1161-1979 grade St.-240 all as specified and directed by Engr-in-Charge.
S&F in repair Galvanized 2 stand Steel Barbed wire 2.00mm dia barbed with dia barbs at 75 mm spacing and straining and fixing to any type of stsnderd rails, straining bolts,including securing or tying at crossings with and provisuion of galvanised mild steel pins, etc incl taking down of existing barbed wire as directed (each line wire to be measured) complete all as specified and directed by Engr-in- Charge.
S&F in repair 950/650/450 mm dia concertina coil reinforced punched(chrome razor or blade wire with barbed top of 0.5mm thick galvanised sheet and core wire of dia 2.5mm of high tensile steel wire incuding galvanised MS staples/ Clips for tying at crossing complete including taking down of existing concertina coil all as specified and directed by Engineer–in-Charge.
M&L for PCC 1:2:4 type B1 using 20mm graded stone aggregate as in as in coping cill, rounded or chamffered on edges complete all as specified and directed by Engr in Charge.
Dismantling of wall/ floor tile including backing coat any description or any thickness led beded and pointed in any cement motar and removal to out of MD land complete all specified and directed by Engr-in-Charge.
M&L for 60 mm Machine pressed pre casted pressed cement concrete inter locking paver blocks glazed coloured up to 6mm on the top in any shape and size, strength not less than M-35 including 25mm thick sand cushioning and grouted with dry clean fine sand complete all specified and directed by Engr-in-Charge.
M&L for Chequered cement concrete tiles 300x300x25mm thick, set jointed and pointed in near cement slurry in floors with gray cement and pigments in any colour machine preassed glazed , over cement screed bed 15mm thick cement motor 1:6 all as specified and as directed by Engr-in-charge.make nitco/arena or equivalent all as specified and directed by Engr-in-Charge.
M&L for 100mm thick cement concrete type B-2 1:2:4 using 40mm graded crushed stone aggregate as in path/floor finished fair even and smooth without using extra cement, laid in alternate panels of size not exc 4 sqm each and 8mm joints filled with sealing compound Gde-A complete all as specified and as directed by Engr-in-Charge.
M&L for machine cut broken stone or boulders of gauge not exc 63mm as in hard core n exc 150mm thick spread and levelled including watering & ramming all as directed by Engr-in-Charge.
M&L, for providing 75mm thick cement concrete 1:4:8 type D-2 using 40mm graded aggregate in sub base of floor complete all as specified and directed by Engr-in-Charge.
Dismantling of plain or corrugated steel sheeting any gauge thickness including nanital or similar pattern roor coverings all as specified and directed by Engr-in-Charge.
S&F 0.50 mm thick pre coated thick galvalume aluminium zink coated GI based corrougated steel sheeting of any colour having tansile strength of 550 MPA as in roof covering/glading to wall fixed with self tapping screws complete all as specified and directed by Engr-in-Charge.
S&F pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engr-in-Charge.
S&F 1mm mild steel, plain black sheet hearths; covering to door shutters; covering to door chowkats (frames); chullah hoods; waters tanks; water troughs; ducts; urinal troughs and funnels, etc. cut to size, edges beaded if directed, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel members, etc., with plain 40mm lap joints or welded/riveted seams including bending, turning up, mitred angles, stopped ends, outlets, etc. as required and directed.
Dismantling of asbestos cement (corrugated, semi-corrugated, etc.) sheets any thicknes in roof covering complete all specified and directed by Engr-in-Charge.
S&F Asbestos cement 6mm thick corrugated or semi-corrugated sheets in roof firxed with L-type or J-type crenked hook bolts all as directed by Engr-in-Charge.
S&F Asbestos cement 6mm thick in two pieces adjustable plain ridge fixed wirth l-type and J-type hook bolts complete all as specified and as directed by Engr-in-Charge.
Restriaining resecurig including making good staples or tighting of cross wire galvanised barbed wire in any dia of wire or any spacing all as specified and directed by Engr-in-Charge.
Taking down and refixing in same position after replaing of damage of fencing post concertina coil any dia reinforced punched(chrome razor or blade wire with barbed top of 0.5mm thick galvanised sheet and core wire of dia 2.5mm of high tensile steel wire incuding galvanised MS staples/Clips for tying at crossing complete all as specified and directed by Engineer–in-Charge.
Taking down existing angle iron from wall embadded in PCC and refixing in the same opening/position complete all as specified and as directed by Engr-in-Charge.
M&L washed stone grit plaster on exterior walls in two layers under layer 12mm cement plaster 1:4 (1cement 4coarse sand) furrowingthe under layer with scratching tool applying cement slurry @ 3kg/sqm top layer 15mm cement plaster 1:1/2:2 ( 1white cement 1/2 coarse sand : 2 stone chipping coloured 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing & washing the top layer with brushes & water to expose the stone chipping complete all as speacified pattern decided by Engr-in-Charge.(payment for providing grooves shall be made separately). Note:- Top layer of shade be of white cement using colouring pigment & stone chipping of desired colour as approved.
Forming groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge.
M&L for PCC 1:2:4 (40 mm graded stone aggt) of 100 mm thick as in hard standing /path laid in alternate panels complete all specified and directed by Engr-in-Charge.
M&L for galavnized rezor wire fencing fixed to angle iron and type of blade fish hook blade/ long blade (chrome razor or blade wire with barbed top of 0.5mm thick galvanised sheet and core wire of dia 2.5mm of high tensile steel wire) as specified by Engr-in-Charge etc incl taking down of existing barbed wire as directed (each line wire to be measured) complete all as specified and directed by Engr-in- Charge.
S&F single side writing informatory stainless steel reflective sign board size 4'x3' having with aluminium sheet base of 2 mm thickness having retro reflective tape base and font. Colour and matter of sign board will be furnished by Engr-in-Charge. The frame of sign board should be 2 " outer dia square Stailness steel pipe and having 2 legs of stainless steel square pipe 9' ling each of 2" outer dia swuare pipe the board should be grouted in PCC work of size 300x300x450 mm including taking down of existing all as specified and directed by Engr-in-Charge. (a) SS Sign Board = 4'x3' =12 sq ft. (b) Stainless steel post with f type shape 50 mm OD =m 9'x2= 18 R ft
M&L for replacement mild steel 1.25 mm thick rolling shutter without ball baring but gear operated with bevel gear box and crank handle including top cover anchor rod, hasp and staple including in two partirtation (as reqd ), including high carban steel spring, locking device and etc all as directed by Engr -in Charge. Note:- 1. Necessary sacffolding and saftety precaution are deemed to inclusive the quoted rate by the contracotor.
M&L for Granite (of any type) work 16-18mm thick (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platform, verticle surfaces and any position in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite incl screed bed 15 mm th in CM 1:6 incl chamfering and rounding of edges where required all as specified and directed by Engr-in-Charge.
M&L for Framed work as in doors or gates (ornamental) of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed by Engr-in-Charge.
S&F in replacement two number of legs manufactured using M-30 graded grey cement concrete of back height 1000mm, front height 400mm, bottom width 620mm with 100mm thickness. Each leg shall be reinforced with 4 Nos of 10mm dia TMT bars distributed uniformly along the section and periphery of the legs and tied with 4mm dia mild steel stirrups. Each leg will have 3 Nos 12mm dia 65mm leght galvaniszed coupling nuts, welded suitably to the main reinforcement at appropriate location on the seating to receive concrete planks on the legs and 3 holes to receive carriage bolts for fixing bolts for fixing back rest planks. Five RCC planks of size 1500mmx100mmx50mm shall be cast using M-30 grade grey cement mixed with 3% red pigment (other color may be used, if decided by Engr-in-Charge) and each plank, reinforced with 2 nos. 10mm dia TMT bars along with length and 10 nos 4mm dia mild steel bars along the width and having 2 hole of 14mm dia at appropritate alocation to receive 12mm dia galvanized bolts for fixing theses planks on the legs. One RCC plank of size 1500mm x 200mm x 50mm shall be cast using M-30 grade grey cement concrete mix with 3% ref pigment (other color may be used, if decided by Engr-in-Charge) and shall be reinforced with 3 nos. 10 mm dia TMT bars along the width and having two holes of 14mm dia at appropriate location so as to recieve 12 mm dia galvanized bolts for fixing on the legs all as specified and directed by Engr-in-Charge.
Note:- The amount of Rs 2,74300/- against Schedule of Credit on Page No 133 shall be deducted from the total amount quoted against Sch 'A' while deriving the Contract Sum for Acceptance
DP Traders
PAWAN KUMAR
M/S PRADEEP ENTERPRISES
M/S ujjwal associates
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