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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹90.7 LAccepted-AOC | L1 | Accepted-AOC being L1 | |
| 2 | L2₹1.1 Cr+₹18.0 L (19.8%)Rejected-Finance | L2 | Rejected-Finance Being other than L1 | |
| 3 | Rejected-Technical | - | Rejected-Technical Not approved due to adverse remarks in WLR of HQ CESC Pune QE Jun 2024 | |
| 4 | Rejected-Technical | - | Rejected-Technical Not approved due to adverse remarks in WLR of HQ CECC Lko QE Jun 2024 |
Tender Value
₹98.8 L
EMD Value
₹1.7 L
Closing Date
17 Oct 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Col Manav Pant, CWE
HQ CWE (AF) Chakeri, Kanpur
PROVN OF RAIN WATER HARVESTING SYSTEM AT 7 AFH KANPUR CANTT
2024_MES_665003_2
CWE(AF)/CHK/BR/T-17 OF 2024-25
Open Tender
Civil Works
Item Rate
365 days
GE (AF) B/R Chakeri
Please refer tender documents
7 documents required · 7 mandatory
₹1,000
GE (AF) B/R Chakeri
₹1.7 L
28 Nov 2024
25 Sept 2024
24 Oct 2024
25 Sept 2024
17 Oct 2024
3 Oct 2024
Amount
Excavation in over area n.exc 1.5m depth and getting out in soft/loose soil as in foundation complete all as specified and as directed.
Excavation in over area exc 1.5m depth but n. exc 3.0 m depth and getting out in soft/loose soil as in foundation complete all as specified and as directed.
Excavation in over area exc 3.0m depth but n. exc 4.5 m depth and getting out in soft/loose soil as in foundation complete all as specified and as directed.
Excavation in trenches in soft/loose soil not exceeding 1.50 m wide and not exceeding 1.50 m in depth for drains, laying of cables and getting out including trimming of sides complete all as specified and directed.
Returning, filling in, including, spreading, leveling, watering & well ramming in layers not exceeding 25 cm complete all as specified & directed.
Removing excavated material exc 1.5 KM but n.exc 5 KM and depositing outside where directed complete all as specified.
Removing excavated material exc 250M but n.exc 500m and depositing where directed at a level n.exc 1.5M above the starting point complete all as specified and as directed.
Removing excavated material exc 500m and n exc 1.50KM and depositing where directed at a level n.exc 1.5M above the starting point complete all as specified and as directed.
M&L for providing PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete etc complete all as specified and as directed by Engr -in-Charge.
M&L for formwork to sides of curved concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter fair finished surfaces of concrete complete all as specified and as directed by Engr -in-Charge.
M&L for formwork to sides of concrete face of wall, parapets and staircase railings and similar work including attached pillasters, buttrersses etc ; vertical or to batter fair finished surfaces of concrete complete all as specified and as directed by Engr -in-Charge.
M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) flat for rough finished surface of concrete omplete all as specified and as directed by Engr -in-Charge.
M&L for formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but not exc 20cm wide omplete all as specified and as directed by Engr -in-Charge.
M&L for CRS TMT bars 10 mm dia and over cut to length bent to shape as required including cranking bending spirally for hooking ends and binding with mild steel wires (annealed) not less 0.9 mm dia complete all as specified and as directed by Engineer-in-Charge. Note: Corrosion resistant steel shall be used.
M&L for Reinforced cement concrete (design mix) in M-30 using 20mm graded aggregates as in foundation, footing , plinth beams ; base for column etc. and mass concrete complete all as specified and as directed by Engineer-in-Charge.
M&L for Reinforced cement concrete (design mix) in M-30 using 20mm graded aggregates as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses and like complete all as specified and as directed by Engineer-in-Charge.
M&L for Reinforced cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in beams,cantilevers,bressummers lintels over 1.5m span complete all as specified and as directed by Engineer-in-Charge. Note :- applicable for item No 15 to 17:- The work of RCC to be executed through RMC. RMC plant is to be approved by GE in writing before execution of work.
M&L for 10mm thick cement plaster in CM 1:3 on concrete surfaces finished even & smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.
M&L for preparation of surfaces of wall and applying two coats of cement base paint over a coat of cement base primer complete all as specified and as directed by the Engr -in-Charge.
M & L for 75mm thick Cement concrete type C-2, 1:3:6 (40mm graded stone aggregate) in flooring/plinth Protection/paving etc. finished even and smooth without using extra cement complete all as specified and directed by Engr-in-charge.
M&L for hardcore of broken stone or boulders gauge not exc. 63mm, deposited, spread and levelled in layers not exc. 15 cm thick, watered and remmed to a true surface complete all as specified and directed.
Supply only Integral water proofing compound ISI Marked complete all as specified.
Supply & fixing Polythene film, 300 micron thick, laid over lean concrete complete all as specified.
M & L for applying one coat of hot bitumen blown 80/25 grade to concrete surfaces at the rate of 1.5kg/Sqm per coat evenly over bituminous primer at 0.3 kg/ Sqm on outer face of wall complete all as specified
M&L for floor water proofing treatment by applying two coat inside of dichtament etachment DS+NA FU Fill BB-2 slurry on moist surface as per manufacture instructions and curing for three days, such slurry shall be prepared by mixing Ditchament DS (powder) ten parts NA FU fill BB-2 (Liquid polymer ) one part and water four parts complete all as specified and directed.
M&L for providing PCC 1:2:4 type B-2 using 40mm graded stone aggregate as in surface channels and drains complete all as specified.
M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified.
S&F for Nitobond compound all as specified and directed by Engineer in Charge.
M & L Stainless steel work (SS-304 grade) cut to length bent to shape required including cranking, hooking ends and welding with suitable material all as specified .
S&F Framed work such as grills, grating etc. with ends of bars shouldered and / or riveted or forget 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-165, complete all as specified and directed.
M&L for open well submersible pump set of 30 Mtr head of discharge capacity 4.8 ltr per second coupled with suitable capacity electric induction motor 3 Ph, 415V, 50 Hz frequency,complete with common base frame and incl all accessories such as suitable rated DOL motor starter with 2 mm thick sheet metal enclosure out door type , GI pipe heavy duty for suction pipe of suitable size and length with Gun Metal foot valve and NRV including foundation and cage complete all as specified and directed. Note: size /rating of motar starter, foot valve and NRV valve shall be provided as per the manufacturers recommendation subject to prior approval from GE.
S&F 40 mm bore tubes medium grade galvanized with all fitting and fixed complete to walls and ceilings or laid in floors/trenches of any length complete all as specified and directed.
S&F 25 mm bore tubes medium grade galvanized with all fitting and fixed complete to walls and ceilings or laid in floors/trenches of any length complete all as specified and directed.
S & F 40 mm bore Gun-metal, globe or gate valves, with iron wheel head, screwed both ends screwed down for pipe line complete all as directed
S & F 25 mm bore Gun-metal, globe or gate valves, with iron wheel head, screwed both ends screwed down for pipe line complete all as directed
S & F PVC insulated & sheathed 1100 volts grade 3 core submersible flat cable of size 4 Sqmm flat type, multi stranded copper conductor including connection to motor and starter complete including necessary joint with M seal and brass ferrule as necessary all as specified and directed.
Material and labour for sand cushioning with a layer of sand 8 cm thick before laying of cable and 15 cm thick after laying of cable in trenches complete all as specified. Note: Punned thickness shall be measured for payment.
Supply and laying old size sub class 'B' bricks laid flat in trenches over the cable with the length of brick perpendicular to the direction of cable length, adjacent/abutting each other for cable protection complete all as specified and directed.
Supply and fixing XLPE insulated , screened, PVC bedded galvanised steel strip or wire armoured electric power cable heavy duty with aluminium conductor 1100 volts grade cross sectional 10 sq mm 4 core ,laid in trenches/ducts / in GI pipe /fixed to pole (for Main electric starter panel) complete all as specified and directed.
M&L for providing PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in fdn of surface channels and drains complete all as specified and as directed by Engr -in-Charge.
M&L for Brick work with fly ash brick straight or curved on plan exceeding 6 mtr mean radius built in cement mortar 1:6 complete all as specified and as directed by Engr -in-Charge.
M&L for Brick work with sub class 'B' bricks straight or curved on plan exceeding 6 mtr mean radius built in cement mortar 1:4 complete all as specified and as directed by Engr -in-Charge.
M&L for cement concrete 1:2:4 type B-1 in copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary form work complete all as specified and as directed by Engr -in-Charge.
M&L for 15 mm thick rendering on external surface in cement mortar 1:4 on brick masonry walls finished even & smooth without using extra cement complete all as specified and as directed by Engr -in-Charge.
M&L for Reinforced cement concrete pipe class NP-2 laid and jointed complete with collar of bore of pipe 450 mm complete all as specified and as directed by Engr -in-Charge.
S&F for PVC (SWR) pipes 75mm single socketed in any length with rubber ring joints laid in trenches or in floor complete all as specified and as directed by Engr -in-Charge.
S&F for PVC (SWR) pipes 110mm single socketed in any length with rubber ring joints laid in trenches or in floors complete all as specified and as directed by Engr -in-Charge.
S&F for PVC bend/ shoe of dia. 110mm (with oval access door) complete all as specified and as directed by Engr -in-Charge.
S&F for PVC bend/ shoe of dia. 75mm (with oval access door) c complete all as specified and as directed by Engr -in-Charge.
S&F for PVC Rain water pipe 200 mm dia incl all fittings complete all as specified and as directed by Engr -in-Charge.
S & F for mild steel posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engr -in-Charge.
S & F for galvanised 2 strand, steel barbed wire 2.24mm 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. as directed (each line wire to be measured) complete all as specified and as directed by Engr -in-Charge.
M&L for Precast RCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in cover slab and similar work includind necessary formwork set in CM 1:4, complete all as specified and as directed by Engr -in-Charge.
M & L for mild steel TMT bars 10mm dia & over cut to length bent to shape required including,crancking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and as directed by Engr -in-Charge.
M & L for mild steel TMT bars 6 to 8mm dia cut to length bent to shape required including,crancking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and as directed by Engr -in-Charge.
M&L for preparation of new surfaces of steel and iron of any description over 10cm in width or girth not otherwise described, and applying two of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engr -in-Charge.
M & L for spreading and levelling, watering and well ramming in layers n exc 25 cm thick with excavated material. complete all as specified and as directed by Engr -in-Charge.
M&L for Loose filling with brick bat in soakage pits, soakage wells, harvesting well etc complete all as specified and as directed by Engr -in-Charge.
M&L for loose filling with broken stone or boulder aggregate of gauge 40 mm as in filter bed complete all as specified and as directed by Engr -in-Charge.
M&L for loose filling with pea gravel of size 1/8' to 3/8' as in filter bed complete all as specified and as directed by Engr -in-Charge.
M&L for coarse sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed by Engr -in-Charge.
Drilling of hole 300 mm dia bore in any strata by mechnical percussion or rotary ring method below ground level including electric loging through any type of strata soil/rock keeping space for pea gravel packing and including lowering and extraction of perforated PVC pipe of dia 200 mm including disposal of soil exc 1.5 KM but n.exc 5 KM complete all as specified and as directed by Engr -in-Charge. Note: Perforated PVC pipe shall be measured separately as supply only and labour cost for lowering and extraction of pipe shall deemed to be inclusive in this item.
Supply only perforated PVC pipe 200 mm dia in any length and fixed in any position including inverted earthen pots with hole on top complete all as specied and directed
S&F rotational moulded polythene underground water storage tank of capacity 6000 ltrs (Cylindrical/vertical with closed top), any colour, lowered & fixed in position, where directed complete all as specified and as directed.
S&F 50mm dia GI pipe medium grade for inlet and outlet connection for water complete all as specified and as directed.
S&F PVC rubber wate bar complete all as specified and as directed.
M/s DKS Engineering Works (BID ID -3133675)
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