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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹21.5 LAccepted-AOC | ₹21.5 L | L-1 | Accepted-AOC BEING L-1 |
| 2 | Rejected-Technical MAIN ROAD JARHI POST BHATGAON DISTT SURAJPUR C G PIN 497235 | SURAJPUR | CHHATTISGARH | 497235 | - | - | Rejected-Technical BEING L-3 BIDDER |
| 3 | Rejected-Technical HOUSE NO 206 AMAN GARG BISHRAMPUR MAIN ROAD DISTT SURAJPUR C G | BISHRAMPUR | SURAJPUR | CHATTISGARH | 497226 | - | - | Rejected-Technical BEING L-2 BIDDER |
Tender Value
₹27.8 L
EMD Value
₹34,800
Closing Date
3 Apr 2025, 5:00 pmClosed
STAFF OFFICER (CIVIL), SECL BHATGAON AREA
STAFF OFFICER (CIVIL), SECL BHATGAON AREA
6 Nos bore well (domestic) and 4 Nos gravel pack bore with pump arrangement(10 Nos ) at Jarhi township at Bhatgaon Area.
2025_SECL_333104_1
GM/BHAT/CVL/eTENDER/24-25/83 DATE 21/03/2025
Open Tender
Civil Works - Others
Item Rate
45 days
SECL BHATGAON AREA
Please refer Tender documents.
3 documents required · 3 mandatory
₹34,800
4 Jun 2025
22 Mar 2025
5 Apr 2025
22 Mar 2025
3 Apr 2025
24 Mar 2025
22 Mar 2025 - 28 Mar 2025
Amount
Item Description/ Heading
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All types of soil 300 mm dia
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. All types of soil 300 mm dia
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement:1½coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 25 mm dia nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc 50 mm dia nominal bore
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Filling available excavated earth (excluding rock) in trenches, plinth. sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m, clear span up to floor five level, including the cost of required centering, shuttering but, excluding the cost of reinforcement. with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
White washing with lime to give an even shade : New work (three or more coats)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 80 mm nominal bore
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 25 mm nominal bore
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 50 mm nominal bore
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 100 mm diameter Class II
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Drilling of perfectly vertical bore hole of a diameter suitable to receive 200 mm nominal diameter casing pipe upto desired depth below ground level inclusive of the labour charges for transporting, lowering and fixing of 200mm nominal diameter M.S./ G.I. / U.P.V.C. casing pipe inside the bore hole including all works pertaining to drilling such as transportation, installation and removal of drilling machine etc.complete. In all types of rocks.
Drilling of perfectly vertical bore hole of 150 mm diameter up to desired depth below ground level under all types of strata including all works pertaining to drilling such as transportation installation and removal of drilling machine etc. complete in intertrappean formations (collapsible strata between rocks) including charges for transportation and making all necessary arrangements’ etc, including lowering and fixing of 125mm or 100mm nominal diameter (G.I. or U.P.V.C.casing pipe
SINGLE / THREE PHASE SUBMERSIBLE / Supplying & Installation of Energy efficiant five star BEE rating ISI Marked required capacity single phase, 50 Hz, 220V, deep well submersible pump Stainless Steel body, suitable for 4"/6" tube well with Contral Panel Starter suitable for Submersible pump with dry run protection, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe, SS / Nylon wire rope and connection cable. CENTRIFUGAL MOTOR PUMP SET 1.5 H.P. with 16 to 17 stages, Head Mt. 114-33 Discharge LPM 15-55
34.20.106 Supplying & Installation of Energy efficiant five star BEE rating ISI Marked required capacity of Three Phase, 50 Hz, 415V, deep well submersible pump Steel body, suitable for 6"tube well with Control Panel Starter suitable for Submersible pump with dry run protection, single phase preventer, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe andconnection cable. 5 H.P. with 10 to 11 stages,HeadMt.101-40 Discharge LPM 60-270-kirlosker or equivelent
ISI marked UPVC casing pipe Confirming to IS 12818/92 CM casing pipes, 150 mm dia heavy duty wall thickeness.is make Kissan or equivelent
Supplying and laying of submersible flat cable ISImarked 3 core copper wire of suitable size with proper clamping of approved make 4.0 Sq.mm.multi strand
Providing & fixing 50 mm dia CPVC column pipe heavy duty both side screw end 3 metre height PHE approved
Brickwork with flyash bricks of class desiganation 35 in super structure : Cement mortar 1:6 (1 cement : 6 coarse sand).
Brickwork with flyash bricks of class desiganation 35 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand).
TOTAL IMPACT OF GST FOR THE PURPOSE OF CTC
Krishna Enterprises (BID ID -1146636)
JEEWAN SINGH RAUTELA (BID ID -1146780)
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_345308.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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