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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.7 LAccepted-AOC 223 02 WARD NO 10 A DHURI DISTT SANGRUR | DHURI | SANGRUR | PUNJAB | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹19.2 L+₹2.5 L (14.7%)Rejected-Finance | L2 | Rejected-Finance NOT LOWEST |
Tender Value
₹19.4 L
EMD Value
₹38,800
Closing Date
9 Jan 2024, 6:00 pmClosed
GARRISON ENGINEER ABOHAR
GARRISON ENGINEER ABOHAR PIN 152116
PROVN OF INTERLOCKING TILE PATH AROUND HELIPAD AND ARBORICULTURE WORK IN FRONT OF HQ 67 INF BDE AND NEAR CHILDREN PARK (MAP ACCN) AT FAZILKA MIL STN.
2023_MES_632296_1
GE ABH-57/23-24
Open Tender
Civil Works
Item Rate
180 days
FAZILKA MIL STN
AS PER NIT
7 documents required · 7 mandatory
₹500
GE ABOHAR
₹38,800
Yes
26 Apr 2024
12 Dec 2023
11 Jan 2024
12 Dec 2023
9 Jan 2024
26 Dec 2023
Amount
Surface excavation not exc 30 cm deep and average 15 cm in soft/loose soil and getting out all as specified and directed by Engineer-in-Charge.
M & L for 75mm thick cement concrete type D-2 (1:4:8) using 40mm graded stone aggregate as in sub floors, sub bases etc all as specified and directed by Engineer - in - Charge.
M&L for machine pressed precast concrete interlocking paver block with grey cement and no pigment of approved shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade including 25 mm thick sand bedding complete all as specified and directed by Engr-in-charge.
M&L for machine pressed precast concrete interlocking paver block with grey cement and pigment of approved shape, size and colour confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade including 25 mm thick sand bedding complete all as specified and directed by Engr-in-charge.
M&L for Continuous brick edging with fly ash brick (old size) with width equal to the depth of the brick, laid dry, on edge complete all as specified and directed by Engr-in-charge.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. Or for shafts, wells, cesspits, manholes, pier holes, etc. N exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft loose soil
M&L cement concrete 1:4:8 type D-2 (40mm graded aggregate) in foundations, filling and mass concrete.
M&L Brickwork with fly ash bricks (old size), straight or curved on plan exc 6m mean radius, built in CM 1:6.
M&L for 25 mm thick cement concrete type B-1, 1:2:4 (20mm graded aggregate) mixed with WPC compound as per manufacturers instruction complete all as specified and directed by Engr-in-charge. Note : WPC shall be measured and paid seperately.
Supply only liquid water proofing compound
S&F non skid ceramic coloured tiles 7 to 8mm thick (square/rectangular) area of each tile exc 0.06 sqm but n.exc 0.11 sqm, in floors etc. over 15mm thick screed bed in CM 1:6 and set and jointed in neat slurry and pointed in white or coloured cement to match
M&L Glazed ceramic coloured tiles in vertical surface of size 450x300x7 mm thick set and jointed in neat cement slurry over 15mm thick rendering in cement mortar (1:4) and pointed in white or colour cement to match the colour of tiles complete all as specified.
S&F precast RCC 1:1.5:3 type A-1, lawn bench and back support of size 1.50x0.60 m of maximum three person seating capacity supporting precast RCC type A-1 for back & base with including assemble the precast member with suitable nutt & bolt and placing and anchoring with hold fast 350 mm-16mm dia MS bar on concrete base (size 1.20x0.60 m for each support) with 100 mm thick PCC 1:2:4 Type B-1 over 150 mm thick sub base 1:4:8 type D2 complete all as specified and as directed by Engineer in Charge.
Supply and planting of Hedge and Shrubbery (Anarmi, Ficus and the like) as directed by Engineer-in-Charge minimum 3 feet above GL including creation of Beds by excavating 60 cm deep and 60 cm wide trenching the excavated base to a further depth of 30 cm refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio 8:1 (8 parts of stacked volume of earth after reduction of 20% with 1 part of stacked volume of sludge or manure after reduction by 8%) flooding with water filling with earth if necessary, watering and finally fine dressing leveling etc including stacking and disposal of material declared unserviceable and surplus earth by spreading and leveling as directed within a lead of 50 m and lift up to 1.50 m complete all as specified and as directed.
Supply and fixing GI pipe galvanised " Medium class " with all fitting laid in trenches of size 50 mm dia bore.
Supply and fixing GI pipe galvanised " Medium class " with all fitting laid in trenches of size 40 mm dia bore.
Supply and fixing GI pipe galvanised " Medium class " with all fitting laid in trenches of size 25 mm dia bore.
S & F stop valve size 25 mm cast copper alloy screwed down high pressure with crutch or butterfly handle screwed both end for iron pipe or for unions and fixed.
S & F stop valve size 40 mm cast copper alloy screwed down high pressure with crutch or butterfly handle screwed both end for iron pipe or for unions and fixed.
S & F stop valve size 50 mm cast copper alloy screwed down high pressure with crutch or butterfly handle screwed both end for iron pipe or for unions and fixed.
Supply installing 180 degree sprinkler of the gear - driven, rotary type, capable of covering a 26 (ft) radius at 40 PSI with a discharge rate of 2.1 GPM. The spronkler shall be available with eight (8) nozzles discharging from 0.64 to 5.3 GPM. The sprinkler shall have radius reduction capabilities by means of stainless steel nozzle retainer/radius adjustment screw.
Supply installing 360 degree sprinkler of the gear - driven, rotary type, capable of covering a 50 (ft) radius at 40 PSI with a discharge rate of 4.4 GPM. The spronkler shall be available with eight (8) nozzles discharging from 0.64 to 5.3 GPM. The sprinkler shall have radius reduction capabilities by means of stainless steel nozzle retainer/radius adjustment screw.
KATARIA CONSTRUCTION
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