Tender For Strengthening Of Sewerage (Construction Of Sump Well In Village Sarfabad For Disposal Of Sewer Village Sarfabad And Sector-73), Noida.
Tender Value
3.58 Crore
Estimated cost
Bid Submission
07 Jul 2026
6 days left
EMD
8.47 Lakhs
Bank guarantee accepted
Document Fee
5310
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Strengthening Of Sewerage (Construction Of Sump Well In Village Sarfabad For Disposal Of Sewer Village Sarfabad And Sector-73), Noida.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm. on plan.) including dressing of sites and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil. Contractor has to detect different utilities like sewer line watrer supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of engineer in charge. 2.8.1 |
| 2 | Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.(Cutting Edge) |
| 3 | Providing and laying in position ready mixed M-30 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 5 | Providng and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level : 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size).(Bottom Plugging) |
| 6 | 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) |
| 7 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete.(DSR Code No.-16.75) AOR |
| 8 | P/F of M.S. special such as tee, bends, collars Tapers, Gap pieces , including flange ends as required , painting , cutting , welding as per site requirement of MS pipe thickness etc complete in all respect as per direction of E/I |
| 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m. (DSR Code.No-2.25) |
| 10 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : The Contractor has to detect different utilities like sewer line watrer supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of engineer in charge. All kinds of soil. |
| 11 | b) Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm |
| 12 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : |
| 13 | Bituminous portion |
| 14 | Water bound macadam |
| 15 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 16 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading,….............. |
| 17 | Supply and Installation of required size steel pipe 8 mm thick conferming fo IS : 3589 through trenchless excavation of thrust pit and receiving pit of required size and and the excavation & filling back & compaction complete as per specification for road crossing by auger boring method. Pipe will be installed at depth beyond 3 below surface in downward required slope.400 mm dia MS Pipe |
| 18 | Providing and laying S & S Centrifugally Cast (Spun) / Ductile iron Pipes conforming to IS : 8329 : 300 mm dia Ductile Iron Class K-9 Pipes NSI-18.72.21 |
| 19 | P/F Sluice valve Shall generally comform to IS 14846 with latest amendment , with length over flanges as per PD of IS 14846 corresponding to BS EN-558 / ISO 5752 Basic Series 3 in CI Construction having metal seating (IS 318 Gr. LTB 2) with complete Component & Material of construction following below. |
| 20 | 1 - Body / Door / Dome - Cast Iron IS 210 Gr. FG 2602 - Spindle - Non rising ; Stainless Steel AISI 4103 - Body seat / Door face - Gun metal IS 318 Gr. LTB 2 (rings to be prss fitted and riveted, no screw allowed)4 - Rivets - Soft annealed brass5 - Spindle Nut - Gun metal IS 318 Gr. LTB 26 - Stem seal - Greased Hemp7 - Fasteners - Carbon steel8 - Flange Drilling - IS 1538 Table 4 & 69 - PN 1.0 |
| 21 | 10 - Accessories (400 mm and above) - Ball thrust bearings to be housed above the wet chamber ie above the gland.Enclosed spur Gear Box for ease of operation. Air Plug.11 - Painting / Coating - Inside & Outside epoxy liquid coated ; DFT minimum 250 micron, shade RAL 5005 /5015 (BLUE)12 - HYDRO - test - (Open ended only) seat : 10 / 16 Kg/Cm2; Body : 15 / 24 Kg/cm213 - Upto 600 mm dia Manual Operated & above 600 mm Gear BoxMake- Indian valve Pvt. Ltd. (IVC)/ Kirloskar Brothers Limited (KIRLOSKAR) |
| 22 | 250 mm dia Kirloskar make |
| 23 | 400 mm dia Kirloskar make |
| 24 | P/F Reflex valve upto 600 mm dia. Shall conform to IS 5312 Part 1 & above to IS 5312 Part-2 with latest amendment , Valves shall be in graded CI with metal tometal (IS 318 Gr.LTB 2) seating , preferably slanted (and not perpendicular) vis-à-vis horizontal axis, SS AISI 410 stub pins & slant seat disign with complete component & material of construction followings below:- |
| 25 | 1 - Body / Door / Dome - Cast Iron IS 210 Gr. FG 2602 - Hinge pin (Single door)/Stub pin (multidoor type) - SS AISI 4103 - seat & Face rings - Gun metal: IS 318 Gr. LTB 24 - Rivets - Soft annealed brass5 - Fasteners - Carbon steel6 - Flange Drilling - IS 1538 Table 4 & 67 - PN 1.08 - By - pass arranvement - Optional9 - Painting / Coating - Inside & Outside epoxy liquid coated ; DFT minimum 250 micron, shade RAL 5005 /5015 (BLUE)10 - HYDRO - test - (Open ended only) seat : 10 / 16 Kg/Cm2; Body : 15 / 24 Kg/cm2Make- Indian valve Pvt. Ltd. (IVC)/ Kirloskar Brothers Limited (KIRLOSKAR) |
| 26 | 250 mm dia Kirloskar make |
| 27 | 400 mm dia Kirloskar make |
| 28 | SUPPLY, ERECTION, TESTING AND COMMISSIONING OF NON CLOG SEWAGE SUBMERSIBLE PUMP SET COMPLETE IN ALL RESPECT AS PER DIRECTION OF ENGINEER IN-CHARGE. TECHNICAL SPECIFICATION OF PUMP SET SHALL BE AS GIVEN BELOW. (1) MOTOR TYPE:- SQ. CAGE INDUCTION MOTOR 960 RPM SUITABLE FOR OPERATION ON 400/440 VOLTS 3 PHASE, 50 HZ AC SUPPLY WITH F CLASS INSULATION & IP-68 PROTECTION. 2) PUMP:- (A) BODY: - CAST IRON WITH 2% NICKEL (B) IMPELLER:- CF8M(SS316) (C) SHAFT:- STAINLESS STEEL (SS304) (D) AUTO COUPLING STAND:-CF8M (SS316) (E) GUIDE PIPE:-STAINLESS STEEL (SS304) @16 MTR (F) LIFTING CHAIN: - ALLOY STEEL @16 MTR (G) MECHANICAL SEAL: - UPPER SEAL (CARBON/CHROME STEEL). LOWER SEAL (SILICON CARBIDE). |
| 29 | (3) FIELD REQUIREMENT:- (A) TYPE: - NON CLOG SEWAGE SUBMERSIBLE PUMP (C) RPM: - 960 (D) HEAD: - 28 MTR (E) COPPER CABLE FOR SEWAGE SUBMERSIBLE PUMP SUITABLE SIZE @ 25 MTR (F) SPECIFIC GRAVITY OF SEWAGE: - 1.07 (G) SOLID HANDLING CAPACITY (DIA) ;- NOT LESS THAN 100 MM Note- CONTRACTOR SHALL BE SUBMITTED G.T.P & ALL COMPANY TEST CERTIFICATE OF THE MATERIAL USED IN PUMP SET. (Make- PULLEN PUMP INDUSTRIES PVT LTD / M/S AQUA MACHINERIES PVT. LTD. /M/S KISHOR PUMPS PVT. LTD. ) |
| 30 | NON CLOG SEWAGE SUBMERSIBLE PUMP SET Discharge 432 m³/hr., HEAD: - 28 MTR, Rating 60/80, OUTLET SIZE OF PIPE 200 mm dia, Cable- 2 x50 sqmm x 3.50 core + 1.50 sqmm x 4.0 core |
| 31 | Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect (CAT-AAA) |
| 32 | Supply and fixing of 36 Watt to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing body with extended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect (CAT-AAA) |
| 33 | Supply and laying of 1800 mm x 900 mm x 12 mm thick chequered rubber matting of tested quality. |
| 34 | Supply and laying of 3 core standered aluminium conductor XLPE (Cross linked polyethylene) insulated PVC bedded, Galvanised flat steel strip armoured cables confirming to I.S. 7098 (Part-II with latest amendments) II KV grade at a depth of 900 mm below ground level over a cushion of 100 mm thick fine river sand all around and protected with well burnt bricks on sides and on top put across. The armouring of cable shall be properly connected with earth conductor by clamps etc.3Cx120 sqmm |
| 35 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.400 sqmm x 3-1/2 Core |
| 36 | Supply and laying of 3 core standered aluminium conductor XLPE (Cross linked polyethylene) insulated PVC bedded, Galvanised flat steel strip armoured cables confirming to I.S. 7098 (Part-II with latest amendments) II KV grade at a depth of 900 mm below ground level over a cushion of 100 mm thick fine river sand all around and protected with well burnt bricks on sides and on top put across. The armouring of cable shall be properly connected with earth conductor by clamps etc.3Cx70 sqmm |
| 37 | Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the EngineerIncharge. |
| 38 | 400 Sqmm |
| 39 | 120 Sqmm |
| 40 | 70 Sqmm |
| 41 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 16 sqmm 2 Core |
| 42 | Supply and burying of 600mm x 600mm x 6mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of one no. 8 to 10 SWG GI wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing5350.00 + 18% GST = 6313.00 |
| 43 | Supply & fixing steel tubular pole 7.50 Meter long designated 410 SP-6 in 1:3:6 cement concrete foundation including excavation back filling etc. complete in all respect. |
| 44 | S/F overhead line with ACSR conductor RABBIT/ RECON category one pole service bracket including binding etc. complete in all respects. |
| 45 | S/L of 25x3mm GI strip from each electrode directly in the ground complete in all respect. |
| 46 | Painting of the electric pole & channal with 2 coats of Aluminium paint over red oxide primer complete in all respects. |
| 47 | Wiring point for light with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit pipe on surface, complete with 14 SWG copper earth continuity wire,GP Box ,piano type switch and ceiling rose/angle/ batten holder on 3 mm. thick phenolic laminated bakelite sheet. |
| 48 | Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : |
| 49 | With common burnt clay F.P.S. (non modular) bricks of class designation 10.0 |
| 50 | Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With common burnt clay F.P.S. (non modular) bricks of class designation 10.0 |
| 51 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 52 | 12 mm cement plaster of mix 1:4 (1 Cement : 4 C. Sand). (DSR Code.No-13.4.1) |
| 53 | Extra for plastering on circular work not exceeding 6.0 m in radius in one coat. (DSR Code No.-13.23.1) |
| 54 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 55 | Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. |
| 56 | The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Overhead informatory road signage |
| 57 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded stone aggregate 40 mm nominal size) |
| 58 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 59 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform |
| 60 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10.0 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR Code No.-6.1.1) AOR |
| 61 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(Zone III) : 4 graded stone aggregate 12.5mm nominal size). |
| 62 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 63 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) (13.5.1) |
| 64 | 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 |
| 65 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 66 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars |
| 67 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 68 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 69 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 70 | White washing with lime to give an even shade: New work (three or more coats) |
| 71 | 10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar with bhusha @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow-dung) and covered with machine moulded tile bricks, grouted with cement mortar 1:3 ( 1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat. With machine moulded common burnt clay F.P.S.(non modular) brick tiles of class designation 12.5, conforming to IS 2690 |
| 72 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 stone aggregate 10 mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design In 75x75 mm deep chase |
| 73 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400 micron, finished with 12mm cement plaster 1:3 (1 cement :3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 74 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work |
| 75 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes. 110 mm diameter (12.41.2) |
| 76 | 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. 100 mm clamp |
| 77 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. 110 mm bend |
| 78 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 79 | Neat cement punning |
| 80 | 6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand) AOR |
| 81 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (16.68) |
| 82 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. (DSR Code No.-2.6.1) AOR |
| 83 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kind of soil. (DSR Code No.-2.26) AOR |
| 84 | 1.50 m to 3.00 m |
| 85 | 3.00 m to 4.50 m |
| 86 | 4.50 m to 6.00 m |
| 87 | 4.50 m to 6.00 m |
| 88 | P/L non-pressure NP3 class RCC Spigot Socketed pipe confirming to IS:458:2003 with latest amendment laying in true alignment & position on craddle including with rubber ring (confirming to IS:5382 with latest amendment) testing of laid pipe as per direction of Engineer incharge complete in all respect. |
| 89 | 600 mm dia NSI- 2.2.09 |
| 90 | Supply and fixing of fully automatic auto-transformer Control Panel for clear water pump sets with following features No-volt, Under-voltage, Over -voltage protection, Electronic overload protection, seal monitor, reverse rotation trip device and the automatic start/stop device according to the levels in the sump. The control panels are provided with normal indications such as Digital voltmeter, Digital Ammeter, and indicating lamps as per directions of E/I.(Make = Contractor : L&T / MCCB : L&T /VPD & MPD : Softhard / Water Level Cum Seal Monitor : PumpCare & Kishor Pumps / Control Transformer & Power Transformer : Elect Care / Timer : L&T / WTR Relay : Minilec.)75 HP |
| 91 | Design, Supply, Erection & Commissioning of MCC (Motor Control Centre) made out of 14-16 SWG, CRCV Sheet, power coated paint after degreasing & vermin proof free standing, front operated cubical panel board suitable for 415 volt, 50 Hz system havingone incoming of 800 Amp. Air circuit breaker (Electically & Mechnically inter locked) with incomer of 800 AMP. ACB for DG set & four out going of 250 Amp. MCCB having three nos. aluminium bus bars of 1000 Amp. capacity for three phase & one aluminium bus bars of half capacity for neutral with amp meter. Current Transformer ampere selector switch etc. (Make :- L& T/Schinder/ABB, MCCB/Changeover-L&T/Schinder/ABB, Meter-L&T/AE Selector switch-L&T, current Transformer-AE |
| 92 | Sinking of well 8.00m external dia in ordinary soil below level including supply and erection and working of all plants required as well as loading and unloading of weights, bailing and pumping out water, including excavating and taking out earth, etc. complete. (Excluding the cost of cutting edge/shoe) |
| 93 | 0.00 to 1.50 mtr |
| 94 | 1.50 to 3.00 mtr |
| 95 | 3.00 to 6.00 mtr |
| 96 | 6.00 to 9.00 mtr |
| 97 | 9.00 to 12.00 mtr |
| 98 | Supply and Fixing of 250 KVA Copper wound Transformer. Rate Rs. |
| 99 | S/F of 11 KV TPMO Relco/Azad/Rama make 9 nos. insulator of Jai shree/BHEL/Rama /Rastriya make complete in all respects as per direction of E/I. |
| 100 | Supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required : 120 Sqmm |
| 101 | Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required : 120 Sqmm |
| 102 | Supply & fixing steel tubular pole (ST Pole )11.00 Meter. |
| 103 | S/E of straight MS channel TOP 100x50 x 2240mm |
| 104 | S/F Clamp with bolts and nut |
| 105 | S/F of 11 KV pin 12 \\" long with insulator of Jay Shri make fixed on cross arm on HT pole I/c all T&P. |
| 106 | S/F of 11 KV disc insulater 70 KN and fitting B & S heavy duty with clamp of cros arm fixed on HT poles |
| 107 | Centering and shuttering including strutting, propping, etc. and removal of form for: Well Steining |
| 108 | Making Holes in RCC in tue steining wall of 500 mm dia suitable for fixing and grating 350 mm ID CI port holes complete in all respect i/e all T&P req as per direction of E/I |
| 109 | Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush, etc. complete Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysJul 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 days