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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹75.7 LAccepted-AOC 306 SHIV BARI MARG PANCHVATI NAGAR BATHINDA 151001 PB | BATHINDA | BATHINDA | PUNJAB | 151001 | L1 | Accepted-AOC OK | |
| 2 | L2₹79.5 L+₹3.0 L (3.99%)Rejected-AOC 18969 A 1 SHRI GURU TEG BAHADUR NAGAR BIBIWALA ROAD STREET NO 15 BATHINDA 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | L2 | Rejected-AOC OK | |
| 3 | L3₹90.6 L+₹14.1 L (18.5%)Rejected-AOC H NO 282 GREEN CITY II BATHINDA | BATHINDA | PUNJAB | 151001 | L3 | Rejected-AOC OK | |
| 4 | L4₹93.3 L+₹16.9 L (22.1%)Rejected-AOC | L4 | Rejected-AOC OK | |
| 5 | L5₹95.0 L+₹18.5 L (24.2%)Rejected-AOC | L5 | Rejected-AOC OK |
Tender Value
₹1.0 Cr
EMD Value
₹1.8 L
Closing Date
7 Jan 2023, 6:00 pmClosed
CWE AF Bhisiana
HQ CWE AF Bhisiana-151201
PROVISION OF MANSOON DRAINS AND RETAINING WALL IN AIRFIELD AREA AT AF STN BHISIANA
2022_MES_566565_1
CWE(BHI)/BHI-42/2022-23
Open Tender
Civil Works
Item Rate
365 days
AF Bhisiana
As per cover 1
6 documents required · 6 mandatory
₹1,000
Yes
GE AF Bhisiana
₹1.8 L
Yes
25 Jan 2023
1 Dec 2022
9 Jan 2023
1 Dec 2022
7 Jan 2023
26 Dec 2022
1 Dec 2022 - 8 Dec 2022
Amount
Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out loose/soft soil etc, complete all as specified and as directed.
Excavating over areas, not exceeding 1.5m deep and getting out (soft/loose soil) including forming surfaces to required level/slope, complete all as specified and as directed.
Excavating over areas, exceeding 1.5m deep and not exceeding 3.0m deep, getting out (soft/loose soil) including forming surfaces to required level/slope, complete all as specified and as directed.
Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5 m in depth, in soft/loose soil for foundation, laying pipes, drains or manholes etc, not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out including trimming sides and forming bottom surfaces to required level/slope etc, complete all as specified and as directed.
Excavation in trenches not exceeding 1.5 metre wide but exceeding 1.5m upto 3.0m in depth for foundation etc or for shafts, walls, cesspits, manholes, pier holes etc in loose and soft soil and getting out, complete all as specified and as directed.
Removing excavated soils to a distance exceeding 500 mtr but not exceeding 1000m & depositing where directed at a level not exceeding 1.5m above the starting point, complete all as specified and as directed.
Removing excavated soils to a distance not exceeding 50m & depositing where directed at a level not exceeding 1.5m above the starting point , complete all as specified and as directed.
Spreading and levelling of earth in layers not exceeding 25 cm thick including well ramming and watering etc, Complete all as specified and directed.
Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/rolling up to 95% proctor density and finishing to required size, shape, etc., not exceeding 1.5 mtr high from base, complete all as specified and as directed.
Removing excavated soils to a distance exc 1.5 Km but not exc. 5 Km.& depositing where directed at a level not exc. 1.5m above the starting point, complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm, complete all as specified and as directed.
Demolition of brick work or stone/boulder masonary built in cement mortar including all quoins, arches, pillars but excluding ashlar facing dressed stone, complete all as specified and as directed.
M&L cement concrete 1:4:8 type D-2 using 40mm graded aggregate as in foundation, filling and mass concrete etc, complete all as specified and as directed.
M&L Formwork of rough finished flat surfaces to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundations and plinth beams and similar work, vertical or to batter, complete all as specified and as directed.
M&L Formwork of fair finished flat surfaces to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc., vertical or to batter , complete all as specified and as directed.
M&L Formwork of sides of pillars columns posts, struts, piers, col etc square of rectangular in plan and for fair finished surface complete all as specified and as directed.
M&L RCC M-25 Design Mix using 20mm graded stone aggregates as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed.
M&L RCC M-25 Design Mix using 20mm graded stone aggregates as in Walls, retaining walls, basement walls, ballast walls incl. counterforts and the like, any thickness, above top of footings, including attached pilasters and buttresses, complete all as specified and as directed.
M&L RCC M-25 (Design Mix) using 20mm graded stone aggregates as in columns, pillars and struts complete all as specified and as directed.
M&L TMT Bars 10mm 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 0.9mm dia or securing with clips, complete all as specified and as directed.
All as item No 19 above but 5 mm dia and over upto 10 mm dia in stirrups, spacers and binders, complete all as specified and as directed.
M&L for preparation of new concrete surfaces/plaster surfaces and aplying two coat of cement based paint over one coat of primer etc, complete all as specified and as directed.
M&L for drilling of 300mm bore by rotary method to 35m depth in any type of soil/rock including of removal of soil to distance of 50m away and supply, lowering and fixing of 150mm dia PVC pipe heavy duty (class 5 for pressure 10KgF/cm2) as per IS 4985-2000 with all necessary fitting including jointing material to 35m depth (top and bottom pipe of standard length will be slotted pipe of size 1.58mm and remaining pipe will be normal pipe) and filling by 3.6mm round size washed pea gravells around the PVC pipe to the entire depth of bore hole upto ground level, complete all as specified and as directed.
M&L for pouring/packing clean dry coarse sand cushioning, spreading, levelling in chamber/ recharge pit etc, complete all as specified and as directed.
M&L for pouring/packing washed pea gravells of size 5mm to 10mm round in shape around the bore hole in the chamber, complete all as specified and as directed.
M&L for pouring/packing washed pea gravells of size 10mm to 20mm round in shape around the bore hole in the chamber, complete all as specified and as directed.
M&L for brick work with sub class ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:4 using old size bricks, complete all as specified and as directed.
M&L for precast cement concrete in cover slabs type B1 (1:2:4) using 20 mm graded aggregate (for duct/ chamber/pit etc.), string courses, copings.kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wallin). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings,throat- ing etc. and setting in mortar, complete all as specified and as directed.
M&L PCC 1:4:8 type D2, using 40mm graded aggregate as in floors pavings, foundations,S filling and mass concrete etc, complete all as specified and as directed.
S&F PVC (SWR) pipes 75 mm bore, single socketed, in any length with rubber ring joints, laid in retaining wall for weep holes, complete all as specified and as directed.
M & L PCC 1:2:4 type B-0 using 12.50 mm graded stone aggregate as in bands, coping, bed plate etc including weathering slightly chamfered or rounded angles including necessary form work, if any, and finishing exposed surfaces even and smooth using extra cement, complete all as specified and as directed.
M&L for 25mm thick sand filling under floors or in foundation including watering and consolidation, complete all as specified and as directed.
M&L Machine pressed precast concrete interlocking paver block grey coloured any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 grade with grey cement and pigment, complete all as specified and as directed.
S&F 4mm dia galvanised steel wire, 50x50mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling, complete all as specified and as directed.
M&L for loose filling with aggregates of gauge 40 to 80 mm of broken stone, complete all as specified and as directed.
M&L steel round bar 10mm dia, and over in reinforcement, cut to length, bent to shape required, incl. cranking, hooking ends, binding with and including mild steel (annealed) binding wire not less than 0.90mm dia or securing with clips, complete all as specified and directed.
M & L PCC 1:3:6 type C1 using 20mm graded stone aggregate in surface channel etc, complete all as specified and as directed.
M & L rendering 15mm thick cement plaster on fair faces of brick or concrete surface in CM 1:4 and finishing the surface even and smooth without using extra cement, complete all as specified and directed.
M&L Applying two coats of synthetic enamel paint on steel & iron surfaces of any description, not otherwise, described, over 10cm width or girth including preparation of new surface & applying one coat of red oxide, zinc chrome, complete all as specified and as directed.
S & F 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 con- forming to Fe.290.Gde-E-165, complete all as specified and as directed.
M & L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in CM 1:4, complete all as specified and directed.
M&L for Raking out joints/ pointing to brick work in walls or to bricks on edge in floors, surface channels, roofs, etc in cement mortar (1:3), Complete all as specified and directed.
M & L for extra forming fair finished drain on channel 90cm inner girth in cement concrete using extra cement including forms, moulds mitered/stopped ends etc, complete all as specified and directed.
Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground in concrete, brick work, masonry, complete all as specified and directed.
Demolition of cement concrete of existing pavements (un-reinforced) of any description and in any position of runway or pavements and removing demolished material from site to a distance exceeding 1.50 Km and not exceeding 5 Km and depositing where directed by Engineer-in-Charge, complete all as specified and as directed.
Dismantling chain link mesh size 40mm x 40mm including flat itron, steel round bar and barbed wire complete fixing of chainlink fencing taking out and making good, complete all as specified and directed.
Excavation in post hole or smilar hole not exc 0.50 Cum and removal of surplus soil and well ramming etc complete , complete all as specified and as directed.
M&L providing PCC 1:3:6, type C-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete., complete all as specified and directed.
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for and removing demolished material from site to a distance exceeding 1.50 Km and not exceeding 5 Km and depositing where directed by Engr-in-Charge.
S&F for hand rails, half rounded or other stock section or core for wooden hand rail straight portion, drilled and countersunk for balusters running bars, for door , balusters, noising to steps including embedding in concrete and screweing etc wind ties for roof including securing bolt, poost and structs in fencing including drilling holes, notching for wire etc flat iron fillets including necessary drilling, bolting and riverting etc or similar works, complete all as specified and directed.
All as item No 49 above but fixing only the material received from item No.43, complete all as specified and directed.
M & L for two coat of synthetic enamel paint over a coat of red oxide primer exc 10cm width or girth on new steel or iron surface including preparation of new surface etc, complete all as specified and directed.
Ditto all as per item No above here-in-before but not exceeding 10 cm width or girth, complete all as specified and directed.
M & L for one coat of synthetic enamel paint over old steel surface including preparation of surface etc, complete all as specified and directed.
Supply only Chain link mild steel galvanised fencing of 3mm dia, including procidioning of binding wire complete all as specified and directed by Engineer-in-Charge. Note : (a) Actual weight per sqm shall be measured and paid by BOO which is detailed by GE through convening order. (b) Actual weight per sqm shall be average weight of minimum 3 Nos of fencing rolls.
Fixing only chain link fencing MS galvanisd fencing, any size or type, complete all as specified and directed.
Supply and Fixing galvanised, 2 strand, steel barbed wire, 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any of standard rails, straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire annealed not less than 0.9mm dia, staples or steel pins, etc, complete all as specified and directed. (Each line of wire to be measured).
S&F mild steel screw bolts (machine made) of dia 5 to 10mm with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to to fitted with washers and one hexagonal or square nut, n.exc. 5cm long complete all as specified and directed
M & L for PCC 1:4:8 type D2 using 40mm graded stone aggregate 75mm thick in sub base etc, complete all as specified and directed.
M & L for PCC 1:2:4 type B-1 using 20mm graded stone aggregate 75mm thick in floor and finishing cement concrete surface even and smooth without using extra cement including cutting of joints not exc 3m length etc, complete all as specified and directed.
Forming dummy joints 65mm deep x 10mm wide filled with sealing compound Grade'B' , complete all as specified and directed.
Supply and fixing concertina coil 610mm dia (50 turn/coil) expandable 6-8mtr (short barbs) barbs length 11+-1mm thickness of tape 0.50mm, dia of spring core wire 2.60mm fixed on angle iron frame including securing or tying at crossing with and, staples or steel pins etc, complete all as specified and directed.
Dismantling steel gate of 5.50m wide and shape from RCC pillars, shifting it to another site (not more than 50 mtr) and refixing the same with newly constructed RCC pillars without any damage to gate or pillars, making it fully functional and for entire satisfaction of Engr-in-charge also making the area good, Complete all as specified and directed.
S&F Framed work as in doors or gates 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 Fe-290 (Gde E-165), Complete all as specified and directed.
SHARDA ENTERPRIES
M/s Azure Infrastructure Construction Co.
Rasvinderpalandco
M/s Kamal Builders
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