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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.0 LAccepted-AOC | L1 | Accepted-AOC Being lowest tenderer | |
| 2 | L2₹32.5 L+₹2.8 L (9.60%)Rejected-Finance | L2 | Rejected-Finance Not the lowest tenderer | |
| 3 | L3₹34.4 L+₹4.8 L (16.1%)Rejected-Finance | L3 | Rejected-Finance Not the lowest tenderer | |
| 4 | L4₹34.6 L+₹5.0 L (16.7%)Rejected-Finance | L4 | Rejected-Finance Not the lowest tenderer | |
| 5 | L5₹36.9 L+₹7.3 L (24.6%)Rejected-Finance 216 UGF RAM VIHAR ANAND VIHAR DELHI 110092 | SHAHDARA | DELHI | 110092 | L5 | Rejected-Finance Not the lowest tenderer |
Tender Value
Refer Docs
EMD Value
₹99,520
Closing Date
16 Jul 2021, 6:00 pmClosed
Garrison Engineer South Delhi Cantt 110010
Delhi Cantt 110010
REPAIR TO AREA DRAINAGE SYSTEM FOOTPATH CULVERTS DRAIN COVERS AND BOUNDARY WALL AT VRC AND VIKRAM VIHAR UNDER AGE B/R-I(S) OF GE SOUTH DELHI CANTT-10
2021_MES_454736_1
GE/DS-41/2021-22
Open Tender
Civil Works
Item Rate
180 days
Garrison Engineer South Delhi Cantt 110010
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
Garrison Engineer South Delhi Cantt 110010
₹99,520
Yes
17 Sept 2021
25 Jun 2021
19 Jul 2021
25 Jun 2021
16 Jul 2021
9 Jul 2021
26 Jun 2021 - 7 Jul 2021
Amount
Demolition of brick work built in CM incl quoins, arches, pillers etc complete all as specified and directed by Engineer-in-Charge.
M&L for brick work in cement mortar (1:6) using sub class 'B' bricks, straight or curved on plan exc 6 mtr mean radius complete all as specified and directed by Engineer-in-Charge.
M&L for brick work in cement mortar (1:4) using sub class 'B' bricks, straight or curved in plain exc 6 mtr mean radius in half brick th wall complete all as specified and directed by Engineer-in-Charge.
Demolition of cement concrete in ground floors and pavings n'exc 15 cm thick below or above ground level (unreinforced) complete all as specified and directed by Engineer-in-Charge.
M&L for Cement concrete Type B-2,1:2:4 using 40mm graded stone aggregate as in surface channels and drains complete all as specified and directed by Engineer-in-Charge.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc complete all as specified and directed by Engineer-in-Charge.
M&L for cement concrete type B-0, 1:2:4 using 12.50mm graded stone aggregate as in copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded for chamfered angles and throating, complete all as specified and directed by Engineer-in-Charge.
Dewatering/desilting of area drainage system etc cleaning of all sludge,silt residue of both organic and inorganice nature by manual labour or mechnical scrappers etc and disposal of the same out side the defence land incl taking down the drain cover and after cleaning / desilting the same to be fixed on the drain , dumping the material to any depth complete all as specified and directed by Engineer-in-Charge.
Taking down cement plaster on brick/concrete surface including racking out joints heacking for key scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.
M&L for 15 mm thick cement mortar plaster on brick or concrete surfaces in CM 1:4 finished even and smooth surface without using extra cement on wall of open drains in foul conditions complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of newly plastered surfaces on wall and appliying two coats of cement base paint white or tinted complete all as specified and directed by Engineer-in-Charge.
Demolition of cement concrete (un-reinforced ) of any description in ground floors and paving not exceeding 15 cm thick (below or above the ground level) complete all as specified and directed by Engineer-in-Charge.
M&L for 20mm thick screed bed or bedding layer of mortor 1:6 for laying floor finish complete all as specified and directed by Engineer-in-Charge.
S&F ultra design cement concrete coloured tiles 30cm x 30cm x 25mm thick with glossy finish with grey cement and pigment any pattern and any approved colour, set, jointed and pointed in neat cement slurry in floors complete all as specified and directed by Engineer-in-Charge.
M&L for 75 mm thick cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate in sub base complete all as specified and directed by Engineer-in-Charge.
Dismentling paver blocks in any position and of any description complete all as specified and directed by Engineer-in-Charge.
S&F providing 60 mm thick machine pressed precast concreted interlocking paver block (yellow and red) any shape and size confirming to IS-15658-2006, M-35 grade with grey cement and pigment over 30 mm sand coushning complete all as specified and directed by Engineer-in-Charge.
Removal of excavated surplus soil to a distance exc 250 metre where directed by Engineer-in-Charge at a level not exc 500m above or below the starting point complete all as specified and directed by Engineer-in-Charge.
S&F in repaire SFRC manhole cover size 1200mm x 500mm x 70mm thick with frame set in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. Notes: - (i) Make of SFRC Manhole/drain cover and frame : (a) M/s PS Concrete. (b) M/s KK Manhole.(c) Or equivalent as approved by GE” (ii) Contractor will provide manufactuerer test certificate of SFRC cover & frame
Dismantling of post or struts (wood, steel or RCC) any section, including taking out embedded portion in concrete and making good disturbed ground complete all as specified and directed by Engineer-in-Charge.
Dismantling of fencing wire mesh, any type and any description complete all as specified and directed by Engineer-in-Charge.
S&F in repaires galvanized, 2 strand, steel barbed wire, 2.24 mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc (each line wire to be measured) complete all as specified and directed by Engineer-in-Charge.
Excavating in post holes (or similar holes) each n.exc 0.50 cum gettign out returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25 cm watering and removing surplus soil n.exc 50m and making good the surface in hard/dense soil complete all as specified and directed by Engineer-in-Charge.
M&L for Cement concrete 1:4:8 type D2 (using 40mm graded aggregate) as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.
M&L cement concrete in foundation type C 2, 1:3:6 ( 40 mm gde stone aggregate) as in filling and mass concrete complete all as specified and directed by Engineer-in-Charge.
Fixing only chain link fencing including line wires, any mesh size and type and type of standards, rails, straining bolts etc including provision of binding wire complete all as specified and directed by Engineer-in-Charge.
Supply only MS galvanished chain link fencing with 3 mm dia and size 50 mm x 50 mm including line wires including strain bolts, binding wire etc complete all as specified and directed by Engineer-in-Charge.
S&F mild steel screw bolts (machine made) with hexagonal head at one end and screwed the other or screwed both ends each screwed and to be fitted with washers and with hexagonal nut of exc 5 cm length with dia of shanis 11 to 15 mm etc complete all as specified and directed by Engineer-in-Charge.d.
S&F mild steel work such as in fencing post, tie bars etc including embedding into concrete and making holes for screwing of nut, bolts, cutting top to shape as directed, drilling holes, notching for wire etc confirming Fe 410-0 or Fe 310-0 complete all as specified and directed by Engineer-in-Charge.
M&L for 2 coats of synthetic enamel paint over a coat of red oxide on steel surfaces exc 10 cm width or girth etc complete all as specified and directed by Engineer-in-Charge.
S&F round bars 10mm dia ( Fe 410 W gde E 250) and over, cut to length, bent to shape required,including binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engineer-in-Charge.
Note:- The contract sum shall be after deducting the amount of Credit shown in Credit Schedule of this Tender.
P R Constructions
bhumica construction co.
M/S Davinder Kumar
V M CONSTRUCTION
M/S.M.S.Devi.Const.Co
M/S.Parmod Johar
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