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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.7 CrAdmitted-Finance | ₹28.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹32.5 CrAdmitted-Finance | ₹32.5 Cr | L2 | Admitted-Finance |
| 3 | L3₹33.7 CrAdmitted-Finance | ₹33.7 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non responsive |
| Sl No | Description | Qty | Unit | M/S Shree Karni traders L1 | BABU LAL AND COMPANY L2 | CHAMUNDA EARTH MOVERS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Felling trees of the girth ( measured at a height of 1 m above ground level ) including cutting of trunks and branches removing the roots and stacking of servicable material and disposal of unserviceable material Lead upto 1000 m 30 Cm. to below 60 Cm. Girth | 1,200 | Each | 10 ₹12,000 | 80 ₹96,000 | 30 ₹36,000 |
| 2.00 | Felling trees of the girth ( measured at a height of 1 m above ground level ) including cutting of trunks and branches removing the roots and stacking of servicable material and disposal of unserviceable material Lead upto 1000 m 60 Cm. to below 120 Cm. Girth | 550 | Each | 10 ₹5,500 | 350 ₹1.9 L | 150 ₹82,500 |
| 3.00 | Uprooting Juli Flora /sarkanda
Uprooting Juli Flora /sarkanda, pahari kikar or arrows upto 0.50m. depth below ground level. | 2,62,846 | Sqm | 2 ₹5.3 L | 2 ₹5.3 L | 1 ₹2.6 L |
| 4.00 | Silt Clearance/ Removal of blown sand/ Berm Unloading undressed with combined lead upto 50 m. for lined canal section. For FSD more than 2 m. | 3,840.23 | Cum | 20 ₹76,804.60 | 30 ₹1.2 L | 38 ₹1.5 L |
| 5.00 | S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800) Guide stones | 66 | Each | 300 ₹19,800 | 545 ₹35,970 | 500 ₹33,000 |
| 6.00 | Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs; Kassi work undressed. | 52,484.64 | Cum | 32 ₹16.8 L | 20 ₹10.5 L | 50 ₹26.2 L |
| 7.00 | Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs; Earthwork undressed with combined lead upto 50m. | 1,06,265.55 | Cum | 35 ₹37.2 L | 20 ₹21.3 L | 40 ₹42.5 L |
| 8.00 | Earthwork excavation for Lip Cutting in ordinary soil for disty. & minors having vertical height upto 0.75 m., kassi work including rehandling with dressing of earthwork. | 20,589.06 | Cum | 30 ₹6.2 L | 20 ₹4.1 L | 3 ₹61,767.18 |
| 9.00 | Add extra for earth taken from private land, land to be arranged by the contractor through private negotiations. Item applicable on certification by Ex. En. that no earth is available within canal boundary. for uncommand area | 52,484.64 | Cum | 1 ₹52,484.64 | 10 ₹5.2 L | 50 ₹26.2 L |
| 10.00 | Extra on earthwork for laying in 15 to 25 cms layers including Dressing & Watering as per specifications (Water to be made available by the department at one place of work site). | 22,216.48 | Cum | 3 ₹66,649.44 | 5 ₹1.1 L | 3 ₹66,649.44 |
Tender Value
₹30.9 Cr
EMD Value
₹61.9 L
Closing Date
17 Jul 2024, 6:00 pmClosed
Chief Engineer
Office of the Chief Engineer Water Resources(North) Hanumangarh
Rehabilitation of different reaches of various canals of Raslana Distributary km 40.480 to km 64.10 sub project, District Hanumangarh
2024_WRDAS_394001_4
CE_NIB_01_2024-25
Open Tender
Civil Works
1095 days
Nohar
As per bid documents
3 documents required · 3 mandatory
₹10,000
Executive Engineer, Water Resources Division
₹61.9 L
Hanumangarh
17 Sept 2024
13 Jun 2024
18 Jul 2024
13 Jun 2024
17 Jul 2024
13 Jun 2024
24 Jun 2024
Amount
Felling trees of the girth ( measured at a height of 1 m above ground level ) including cutting of trunks and branches removing the roots and stacking of servicable material and disposal of unserviceable material Lead upto 1000 m 30 Cm. to below 60 Cm. Girth
Felling trees of the girth ( measured at a height of 1 m above ground level ) including cutting of trunks and branches removing the roots and stacking of servicable material and disposal of unserviceable material Lead upto 1000 m 60 Cm. to below 120 Cm. Girth
Uprooting Juli Flora /sarkanda Uprooting Juli Flora /sarkanda, pahari kikar or arrows upto 0.50m. depth below ground level.
Silt Clearance/ Removal of blown sand/ Berm Unloading undressed with combined lead upto 50 m. for lined canal section. For FSD more than 2 m.
S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800) Guide stones
Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs; Kassi work undressed.
Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs; Earthwork undressed with combined lead upto 50m.
Earthwork excavation for Lip Cutting in ordinary soil for disty. & minors having vertical height upto 0.75 m., kassi work including rehandling with dressing of earthwork.
Add extra for earth taken from private land, land to be arranged by the contractor through private negotiations. Item applicable on certification by Ex. En. that no earth is available within canal boundary. for uncommand area
Extra on earthwork for laying in 15 to 25 cms layers including Dressing & Watering as per specifications (Water to be made available by the department at one place of work site).
Compaction of earthwork by mechanically operated Vibro-Compactor/ any other mechanical means to attain a density 95% of Maximum Dry Density.
Dressing of earthwork.
Rubbing and clearing the surface of existing brick/ tile lining to be used as subgrade both in bed and side slopes by means of wire brushes water/ air applied under pressure through nozzle to get rid of dirt, sand etc. deposited on it, complete in all respect, as per specifications and the instructions of the engineer incharge for preparation of surface.
Providing & Laying M15 Grade Single PCC Block (30x15x5 Cms.) Lining consisting of :- (i) 12mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above. (iii) 50mm thick Blocks in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section as per design & specifications. On Side Slope including dressing of sides, scafolding & template allowance, Pummping charges of water to lining heading from source and curing upto 28 days.
Earthwork in foundations trenches, lift upto 1.5 m. stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15 cm. layers when required into sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 30 m. (For Dowel Earthwork) <br>6.21.1 In ordinary soil like sandy loam, soft clay etc.
Providing & Laying in position cement concrete for Canal Dowel foundation, including curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size.
Providing & Laying in position cement concrete for Canal Dowel, including curing, compaction and cost of centering and shuttering in grade M15, 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size.
Dressing of dowels in addition to payment for dressed earthwork if top width of dowel is less than 1 metre.
Dismantling of lining & disposing of the material with in 1/2 km lead, single tile lining
Demolishing brick work 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. In cement mortar.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 4: 8 or leaner mix.
Providing & Laying M15 Grade Double PCC Block (30x15x5 Cms.) Lining consisting of ; (i) 5 cm. thick blocks laid in 1:5 Cement Mortar Over 10mm thick cement mortar 1:5 on subgrade (ii) 16mm sandwitch plaster in CM 1:3 over first layer of blocks (iii) second layer of 5 cm. thick block laid in CM 1:3 with 6mm thick CM 1:3 over sandwitch plaster including curing upto completion of lining section as per design & specifications. On Side Slope including dressing of sides, scafolding & template allowance, Pummping charges of water to lining heading from source and curing upto 28 days.
Carriage of Bats Ballast, Kankar, Sand, Bajri, Stone, Grit, Murram, Soling Stones For Road, Water, Good Earth. 2 KM Katcha
S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800)Boundary pillars
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 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
CEMENT CONCRETE (CAST-IN-SITU): Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
Item: Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 in foundation and plinth with 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 upto floor five level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand)
DAMP- PROOF COURSE AND PRECAST COPING Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of waterproof compound complete as per specification 50mm thick.
FORMK WORK Centering & shuttering with plywood or steel sheets including using wooden vertical member and removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. for shuttering in circular work(Note : The uses of wooden member is allowed in works which A & F sanction up to 25 lacs only.)
STEEL REINFORCEMENT: Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code)
CAST-IN-SITU CONCRETE: Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix
P & F 1st quality Vitrified tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigment etc complete. size 600 mm X 600 mm
Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :12mm thick
Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) : Flush / Ruled/ Struck or weathered pointing.
Providing and fixing M.S. sheet single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint M. S. Sheet 22 S.W.G. (0.63 mm thick)
Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : Windows side hung /Ventilators top or centre hung (openable)
Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : New work (two or more coats) including a coat of approved steel primer
Providing and fixing Square bars or other flat welded to window, ventilatiors etc.
P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun-metal 15mm nominal bore.
P & F G.I. Pipes with G.I. fittings (IS:1239 Mark) & M.S. clamps including cutting and making good the walls and floors :-(Internal work) Medium Duty Pipes Exposed on wall 15 mm dia nominal bore
P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: Brass 400 grm,15mm nominal bore.
P & F Stop Cock (IS :8931 Mark), superior quality & of approved make: Brass 400 gm. 15mm nominal bore.
P. & F Squatting Pan (Indian type) white glazed vitreous china 1st quality W.C. Pan (IS : 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor (excluding the pair of foot rest.) Size 510 mm
P & F WVC Foot- rest (IS : 2556 Mark) including cutting and making good the floor. Size 250x125x25 mm
P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark). Of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS: 1703 mark) complete including cutting and making good the wall: PVC with PVC bend as per IS : 7231
P&F rigid PVC Pipe (IS:4985 mark) class II (4 Kg /Cm2) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia
P&F rigid PVC Pipe (IS:4985 mark) class II (4 Kg /Cm2) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 75 mm dia
P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: Plain Tee 110mm dia
P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:Socket plug 110mm dia
P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: W.C. connector bent type 110mm dia
P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: Reducer 110 X 75 mm 110mm dia
P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: Bend 87.50 110mm dia
Construction of Soakage well in all types of soil of approved drawing, top 90 Cm .Portion in 450mm thick masonry with CM 1:6, 80 mm thick stone slab covering, jointing of slab in CM 1:3 ,Ralthal, kharanja 40mm thick M-15 grade C.C flooring, earth work etc . complete including disposal of surplus earth within a lead of 50 mtr . Inner dia 90 Cm & 10 to 12 Mtr deep.
P & F PVC Storage Tank (IS:12701 marked indicating the BIS license No.) of approved make with cover, 25 mm dia 1 M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including placing on terrace (at all floors), making connection etc. complete of approved design. 1000 Litre capacity
Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make on surface ISI marked ( IS:14927 P - II ) PVC casing capping & it s accessories, round tiles,18 SWG M.S. box with earth terminal, 6 A switch, 3.0 mm thick ISI marked phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required.<br>010101.2 Group 1
010102 Medium point (up to 6 mtr.)<br>010102.2 Group 1
010103 Long point (up to 10 mtr..)<br>010103.2 Group 1
040119 2 x 6.0 sq.mm<br>040119.2 Group 1
040122 2 x 6.0 sq. mm. + 1 x 2.5 sq. mm.<br>040122.2 Group 1
060112 6 A to 32 A rating<br>060112.2 Group 1
060132 40 A 63 A rating<br>060132.2 Group 1
P & F double ball bearing capacitor start, aluminium body & blade ceiling fan with down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. 1200 mm sweep Group - 1
P & F strip type fluorscent tube fitting fabricated from (CRCA sheet and finished with powder coating / stove enamelled paint) / (extruded non corrosive UV resist EP channel) complete with accessories (Low Loss Copper Choke, starter, starter seat) / Electronic Choke with terminal block duly prewired with copper conductor including making connection, testing etc. as required( without tube). 1 X 18 Watts with EBGroup - 2
P & F extra down rod of 15 mm dia . ERW (Electrical resistance welded ) of
P & F Ballast for existing FTL / CFL fixture as required. copper ballast 18/36 Watts suitable for FTL Group - 1
Dressing of bed for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.
Dressing of side slopes for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.
Providing & Laying M15 Grade Single PCC Block (30x15x5 Cms.) Lining consisting of :- (i) 12mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above. (iii) 50mm thick Blocks in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section as per design & specifications. In Bed including dressing of bed, Pummping charges of water to lining heading from source and curing upto 28 days.
Providing & Laying Brick masonry for Canal Dowel with brick of class designation 100, in Cement Mortar 1:4
Earth work excavation in ordinary soil for main canal and branches having discharge 10 cumecs and above; Kassi work undressed.
Dismantling of lining & disposing of the material with in 1/2 km lead, double tile lining
Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres. [MoRTH Specification : Clause 301, 304]. Ordinary Soil
Providing and laying Structural Cement concrete (Design mix) for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1000, 1500, 1700 & 2100 including form work at any level. P.C.C. grade M15
Brick masonry work in cement mortar 1:3, with mechanical mixer in foundation (at any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300
Providing & Laying Cement pointing (flush or ruled) for Canal Dowel in cement mortar 1:3 on new brick work with Bikaner bajri complete in all respect.
Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 In ordinary soil Depth upto 3 metre
Structural Cement concrete (cast in situ/ precast/ PSC) upto a height of 5m for reinforced concrete (Design mix) in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification as per MoRTH Specification 1500 & 1700 M 35 grade solid slab superstructure
Providing and laying steel reinforcement at any level including cutting, binding, placing in position and binding complete in Bored/Cast-in-situ piles as per drawing and technical specification as per MoRTH Specification : Section: 1600 TMT/ HYSD Steel reinforcement
Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] Dismantling Brick/Tile work In cement mortar
Supply and fixing in position of APM blocks made of CI as per standard specification with adjustable arrangement and required fixtures including transportation to site second stage concreting in (CC 1:2:4 ) centering ,shuttering, painting with red oxide finishing etc complete in all respect cost of APM Block (all size) per block.
Providing and laying in position cement concretee including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP - 3 300 mm dia
Providing Casting machining and assembling of Cast Steel Rollers assembly complete with testing, including cost of all materials as Cast steel Rollers, Stainless steel Eccentric pin/shaft with square cut shape in one end for adjustment, Lock plate, bronze bush, cover plate, nut bolts, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and two coats of cold applied coal tar epoxy paint, etc., complete as per specifications and approved drawings with all lead and lifts, tools and tackles, including packing and forwarding, transportation charges for structural steel components and other materials.
Providing Casting machining and assembling of Head stocks assembly with handle complete for operating Tank, canal, barrage, stop dam gates, as per drawing with testing, including cost of all materials as head stock body, GM Nut, Warm wheel, Gear, Bush, Pin, operating handle etc. with machinery, labour, cutting, aligning, welding, finishing, cleaning, painting etc., complete as per specifications and approved drawings with all lead and lifts, including packing and forwarding transportation charges for structural steel components and other materials.Head Stock Worm and wheel type, single set, 63mm/56mm dia threaded nut (Model WW-90) one tone capacity approx-175 kg weight
Providing Casting machining and assembling of Head stocks assembly with handle complete for operating Tank, canal, barrage, stop dam gates, as per drawing with testing, including cost of all materials as head stock body, GM Nut, Warm wheel, Gear, Bush, Pin, operating handle etc. with machinery, labour, cutting, aligning, welding, finishing, cleaning, painting etc., complete as per specifications and approved drawings with all lead and lifts, including packing and forwarding transportation charges for structural steel components and other materials.Head Stock screw jack type 50mm dia. threaded Nut (Model M-75), 0.750 tonne capacity, approx-45 kg weight
Providing, fabrication, threading (Square and V threading as required), machining, straightening of MS Round bar complete as per drawing with testing, including cost of all materials, with machinery, labour, cutting, aligning, welding, finishing, cleaning etc., complete as per specifications and approved drawings with all lead and lifts, including packing and forwarding transportation charges for structural steel components and other materials Rate for single start square threading for 63mm dia. round bar without materials
Providing MS Nut Bolts of required size and type, as per specifications with testing, including all lead and lifts, packing and forwarding charges for all components etc. complete.
Providing of Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all leadand lifts, packing and forwarding charges for all components etc. complete. Rubber seal Flat type 75mm x12mm uncladed
Providing of Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all leadand lifts, packing and forwarding charges for all components etc. complete. 12.30.08 Rubber seal Corners musical note type 100mm x44mm x14mm (44mm bulb),Teflon cladded inside bulb or outside bulb 300mm x300mm long ,set of two pieces
Oiling and greasing of Crest radial gates,Vertical Gates and Intake Service well Gates of Dam including all charges of man and material complete which include applying Cardium compound to wire ropes, oiling and greasing etc complete as per direction of Engineer in- Charge
Labour charges for removal of existing wornout/damaged bottom rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gatesof Dam by cutting bolts with gas cutter, providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete
Providing and applying one coat of Zinc rich epoxy primer paint (zinc content 85%) of approved quality 40 micron dry film thickness to gates/embedded parts/ hoist components including cost of all materials, labour, removing rust cleaning surface, scaffolding with all lead and all lifts etc. complete.
Providing and filling/ replacing gear oil of approved quality up to the required gauge level forReduction gear unit of hoists/ gantry cranes including cost of all materials, machinery, labour with all leads and lifts etc. complete.
Oiling, Greasing work of gate parts like Headstock, Headstock parts, Roller Assembly, Operating Rod, Sealing Frame, Guide Tee with all Labor tools and tackles etc. and Material for vertical lift sliding type/ fix wheel gates excluding cardium compund and gear oil For gates size up to 1.0 m x 1.0m
Oiling, Greasing work of gate parts likeHeadstock, Headstock parts, Roller Assembly,Operating Rod, Sealing Frame, Guide Tee with all Labor tools and tackles etc. and Material for vertical lift sliding type/ fix wheel gates excluding cardium compund and gear oil For gate size above 1 Sqm to 10 Sqm
Providind of Rubber Seals as per IS 11855 for dams, sliuce, canals, barrage ,stop log gates etc of required size and type and specifications with testing , including all lead and lifts, packing and forwording charges for all components etc. complete in all respect B Rubber Seal Flat type with corner of Size 130mm x 25mm
Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] Dismantling Brick/Tile work In cement mortar
CEMENT CONCRETE (CAST-IN-SITU): Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
BABU LAL AND COMPANY
CHAMUNDA EARTH MOVERS
Bidder Name
M/S Shree Karni traders
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