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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L-1 | Accepted-AOC Technically qualified and quoted lowest rate overall. |
| 2 | L-2₹1.3 Cr+₹17.3 L (15.1%)Rejected-AOC | ₹1.3 Cr+₹17.3 L (15.1%) | L-2 | Rejected-AOC Technically qualified and quoted higher rate overall. |
| 3 | L-3₹1.4 Cr+₹21.8 L (18.9%)Rejected-AOC | ₹1.4 Cr+₹21.8 L (18.9%) | L-3 | Rejected-AOC Technically qualified and but quoted highest rate overall. |
| Sl No | Description | Qty | Unit | SWAPAN CHANDRA DE L2 | M/s ANZ Corporation L1 | PRAHLAD CHANDRA SAHA L3 |
|---|---|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth leadupto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | ||||||
| 1.10 | All Kinds of soil | 27.23 | Cum | 180 ₹4,901.4 Lowest | 500 ₹13,615 | 190 ₹5,173.7 |
| 2.00 | 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 upto 50 m and lift upto 1.5 m. | 8.83 | Cum | 275 ₹2,428.25 | 250 ₹2,207.5 Lowest | 285 ₹2,516.55 |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||
| 3.10 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 4.7 | Cum | 11,900 ₹55,930 Lowest | 12,500 ₹58,750 | 12,325 ₹57,927.5 |
| 4.00Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | ||||||
| 4.10 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | 8.27 | Cum | 16,000 ₹1,32,320 | 12,000 ₹99,240 Lowest | 16,250 ₹1,34,387.5 |
| 5.00Centering and shuttering including strutting, propping etc. and removal of form for | ||||||
| 5.10 | Foundations, footings, bases of columns, etc. for mass concrete | 32.44 | Sqm | 546 ₹17,712.24 Lowest | 600 ₹19,464 | 550 ₹17,842 |
| 5.20 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick | 42.39 | Sqm | 1,036 ₹43,916.04 | 600 ₹25,434 Lowest | 1,070 ₹45,357.3 |
Tender Value
Refer Docs
EMD Value
₹2.7 L
Closing Date
21 Aug 2025, 12:00 pmClosed
Commandant (Engineer)
O/O Sdg CRPF, NE ZONE HQR, CRPF, GUWAHATI, ASSAM, PIN-781023. Tender Creator
Repair/maintenance of Toilet, Bathroom /Installation of Borewell, reapir/replacement of GI Pipes at GC AGT
2025_CRPF_871220_1
06R1-NEZ-C/Cell-GC AGT/SAP/2025-26
Open Tender
Civil Works
Item Rate
240 days
Group Centre, CRPF, AGT
Please Refer Tender Documents
2 documents required · 2 mandatory
₹0
₹2.7 L
5 Nov 2025
7 Aug 2025
22 Aug 2025
7 Aug 2025
21 Aug 2025
7 Aug 2025
7 Aug 2025 - 13 Aug 2025
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth leadupto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
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 upto 50 m and lift upto 1.5 m.
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) : 8 graded stone aggregate 40 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in :
Cement Mortar 1:6 (1 cement : 6 coarse sand)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
Cement mortar 1:4 ( cement : 4 coarse sand)
Providing and fixing factory made uPVC door frame made of Upvc extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer-in-charge :
Extruded section profile size 48x40 mm.
Providing and fixing to existing door frames.
25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer’s specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places
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.
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
12 mm cement plaster of mix :
1:4( cement: 4 fine sand)
1:6 (1 cement: 6 fine sand)
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification.
Two or more coats on new work
Finishing walls with Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground.
With cement mortar 1:4 (1cement: 4 coarse sand)
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead
In cement mortar
Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead :
100 mm dia pipe
Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :
15 mm to 40 mm nominal bore
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:
White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
Semi rigid pipe 32 mm dia
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :
Circular shape 450 mm dia
Providing and fixing soil, waste and vent pipes :
100 mm dia Sand cast iron S&S pipe as per IS: 1729
100 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete
100 mm dia, Sand cast iron S&S as per IS - 3989
Providing and fixing plain bend of required degree.
100 mm dia, Sand cast iron S&S as per IS : 3989
Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
100x100x100 mm, Sand cast iron S&S as per IS - 3989
Providing and fixing single equal plain junction of required degree :
100x100x100 mm, Sand cast iron S&S as per IS - 3989
Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 100 mm
Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.
Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.
600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge : Internal work - Exposed on wall :
20 mm nominal outer dia Pipes
25 mm nominal dia Pipes
32 mm nominal dia Pipes
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External Work
65 mm dia nominal bore
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
50 to 80 mm nominal bore
Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately).
Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :
65 mm diameter pipe
Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :
65 mm diameter pipe
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore
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.
300 mm dia (All types of soil)
300 mm dia (Rocky strata including Boulders)
Supplying, assembling, lowering and fixing in vertical position in borewell, ERW (Electric Resistance Welded) FE 410 plain slotted (havingslot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture,including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.
150 mm nominal size dia
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sandcontent (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any otherapproved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested inapproved laboratory, i/c disinfection of tubewell, all complete, includinghire & labour charges of air compressor, tools & accessories etc.,all as per requirement and direction of Engineer-in-charge.
Providing and fixing suitable size threaded mild steel cap or spotwelded plate to the top of bore well housing/ casing pipe, removableas per requirement, all complete for borewell of:
150 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.
150 mm clamp
Providing and fixing Bail plug/ Bottom plug of required dia to thebottom of pipe assembly of tubewell as per IS:2800 (part I).
150 mm dia
Supplying, assembling, lowering and fixing in vertical position in borewell, unplasticized PVC medium well casing (CM) pipe of requireddia, conforming to IS: 12818, including required hire and labourcharges, fittings & accessories etc. all complete, for all depths, asper direction of Engineer -in-charge.
100 mm nominal size dia
Supplying, assembling, lowering and fixing in vertical position in borewell 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.
100 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 & fixing G.I. pipes 65 mm dia
Providing & fixing G.I. Union 65 mm nominal bore
Providing & fixing Binding wire
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required
Group C
Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required.
5/6 amps switch
3 pin 5/6 A socket outlet
Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
12 Module (200mmX150mm)
Proving and fixing following
2 Inch PVC Column Pipe 10 feet per pics
7.5 HP Submersible Pump
3 Core 2.5 Sq mm Copper wire
7.5 HP Strater (With load safety relay)
Mild steel clamp 50 mm
50 mm G I Nipple (2'')
50 mm G I flange
50 mm G I Coupling Socket
50 mm G I Long Pipe Bend
50 mm G I long Tee
10 mm Iron rope
1 Inch pvc pipe
SWAPAN CHANDRA DE (BID ID -3266314)
PRAHLAD CHANDRA SAHA (BID ID -3266293)
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