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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAdmitted-Finance | ₹2.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 Cr+₹10.0 L (4.61%)Admitted-Finance 302 SHIV SADAN OPP ANAND MILAN SOC NEAR FIVE SHOP BHATIA CHOWK ULHASNAGAR 421004 | THANE | MAHARASHTRA | 421004 | ₹2.3 Cr+₹10.0 L (4.61%) | L2 | Admitted-Finance |
| 3 | L3₹2.3 Cr+₹18.2 L (8.40%)Admitted-Finance KUSHAL BAG RAJ RAJESHWARI COLONY BANSWARA 327001 RAJASTHAN | BANSWARA | BANSWARA | RAJASTHAN | 327001 | ₹2.3 Cr+₹18.2 L (8.40%) | L3 | Admitted-Finance |
| 4 | L4₹2.4 Cr+₹21.6 L (9.99%)Admitted-Finance | ₹2.4 Cr+₹21.6 L (9.99%) | L4 | Admitted-Finance |
| 5 | L5₹2.4 Cr+₹26.3 L (12.1%)Admitted-Finance | ₹2.4 Cr+₹26.3 L (12.1%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RAMCHANDRA GUPTA AND COMPANY L1 | DEEPAK CONSTRUCTION COMPANY L2 | Bharti Construction Company L3 | M/s Kuldeep building contractor and suppliers L4 | M/s Singh And Associates L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Julicflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting.Thick | 48,000 | Sqm | - | - | - | - | - |
| 2.00 | Removal of silt/soil/earth, sand, pebbles, 'Malba', debris, rubbish, stone pebbles & obstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer, in charge with initial lead of 50m. and lift upto 1.5m. with proper dressing on canal bed complete in all respect.
For 5 to 15 cms depth,having (Lined Section) | 8,170.5 | sqm | - | - | - | - | - |
| 3.00 | Dismantling cement concrete lining including disposal of material within 50m. Lead inclusive of de-watering wherever required of thickness.
7.50cm. | 5,749.98 | sqm | - | - | - | - | - |
| 4.00 | Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster inclding disposal of rubbish to the dumping ground with in 50m. Lead inclusive of de-watering wherever required. | 11,467.85 | sqm | - | - | - | - | - |
| 5.00 | Demolishing stone rubble masonry including stacking of useable material and diposal of unuseable material within 50 meter lead inclusive of de-watering wherever required.
In cement mortar | 1,463.44 | cum | - | - | - | - | - |
| 6.00 | Preparation of old masonry surfaces before laying of further masonry or concrete over it by cleaning the surface and mortar joints with brushing and raking finally, washing by compressed air & water under pressure. | 10.5 | sqm | - | - | - | - | - |
| 7.00 | Preparation and dressing the subgrade including removal of irregularities up to 7.5 cm in soil,morrum mixed with pebbles,small bouldres and and kankar & murrum for ( Bed) | 7,399.74 | sqm | - | - | - | - | - |
| 8.00 | Extra charges for water spray by nozzal on sub grade of canal including bed and side slopes before laying plain concrete for linning work. | 3,991.2 | sqm | - | - | - | - | - |
| 9.00 | Preparation of surface of existing concrete surface/ masonry in lime mortar/ cement mortar including removal of organic deposit by washing with etching compound and use of wet sand blasting and final washing the surface with air and water jet including cost of all material and equipment required for the work complete. | 1,603.75 | sqm | - | - | - | - | - |
| 10.00Excavation including loading unloading disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area, de- watering wherever required complete in all respect. | ||||||||
Tender Value
₹2.7 Cr
EMD Value
₹5.4 L
Closing Date
18 Jun 2020, 9:00 amClosed
Executive Engineer Water Resources Som Kamla Amba
Executive Engineer Water Resources Som Kamla Amba Canal Division Aspur Dungarpur
Rehabilitation Work of Punjpur Minor Irrigation Project . Tehsil Aspur District Dungarpur
2020_WRDAS_183218_1
01/2020-2021
Open Tender
Civil Works
Item Rate
730 days
Aspur
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
E. E. W R Som Kamla Amba Aspur Dungarpur
₹5.4 L
Dungarpur
8 Jul 2020
15 May 2020
18 Jun 2020
15 May 2020
18 Jun 2020
15 May 2020
22 May 2020
Amount
Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Julicflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting.Thick
Removal of silt/soil/earth, sand, pebbles, 'Malba', debris, rubbish, stone pebbles & obstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer, in charge with initial lead of 50m. and lift upto 1.5m. with proper dressing on canal bed complete in all respect. For 5 to 15 cms depth,having (Lined Section)
Dismantling cement concrete lining including disposal of material within 50m. Lead inclusive of de-watering wherever required of thickness. 7.50cm.
Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster inclding disposal of rubbish to the dumping ground with in 50m. Lead inclusive of de-watering wherever required.
Demolishing stone rubble masonry including stacking of useable material and diposal of unuseable material within 50 meter lead inclusive of de-watering wherever required. In cement mortar
Preparation of old masonry surfaces before laying of further masonry or concrete over it by cleaning the surface and mortar joints with brushing and raking finally, washing by compressed air & water under pressure.
Preparation and dressing the subgrade including removal of irregularities up to 7.5 cm in soil,morrum mixed with pebbles,small bouldres and and kankar & murrum for ( Bed)
Extra charges for water spray by nozzal on sub grade of canal including bed and side slopes before laying plain concrete for linning work.
Preparation of surface of existing concrete surface/ masonry in lime mortar/ cement mortar including removal of organic deposit by washing with etching compound and use of wet sand blasting and final washing the surface with air and water jet including cost of all material and equipment required for the work complete.
Excavation including loading unloading disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area, de- watering wherever required complete in all respect.
Hard / dense soil
Hard soil mixed with kankar/boulders,morrum
Earth work in rough (borrow area) excavation for embankments in hard soil, morrum of highly weathered strata dry of moist, including laying in 20 cm layers ( before compaction ) and breaking of clods,sorting of grass,pebbles etc. and dressing when compacted by mechanical equipment such as sheep foot roller/pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of 95 % of standard proctor density with initial lead up to 750 m and lift up to 1.5 m (Including charges for compaction and watering) including loading and unloading wherever required complete in all respect
Supplying of M.S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. Tor or ribbed bar.(IS 1786-1985)
Centring and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove
Retaining wall, counterfort, abutment, wing walls up stream or downstream slope facings of dams and open faces of construction joints etc.
Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20mm.
Providing and Laying in position of Cement concrete Nominal mix(1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20mm.
Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining , using well graded crusher broken aggregate of maximum nominal size 20 mm confirming to IS-383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints , complete as per specification with all leads and lifts of construction material complete in all respect. For canal bed of thickness (b) 7.5cm.
Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) For Super Structure including curing all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4
Brick Masonry (using well burnt clay bricks of size 230X110X70 mm,class designation 75 as per specification) upto plinth including all leads of all construction materials including ciring etc. complete in cement mortar 1:4
Brick Masonry (using well burnt clay bricks of size 230X110X70 mm,class designation 75 as per specification) For Super Structure in plinth including all leads of all construction materials including ciring etc. complete in cement mortar 1:4
Providing and laying cement concrete coping in (1:2:4) with maxium size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of 75 mm.
Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness 20mm.
Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness 25 mm.
Providing and filling joints with sealing compound and coarse sand with bitumen of grade 85/25(6% by weight) Bitumen Joint filling at 3m interval distance
Making standard type cement gauge including engraving letters and painting including scaffolding etc.
Supply and fixing in position of APM block made of C.I. as per standard specification with adjustable arrangement and required fixtures including transportation to site second stage concerning in C.C. (1:2:4) centering shuttering painting with red oxide finishing etc. complete in all respect cost of APM block (all size) per block Note: APM block will be fixed in C.C. after adjusting throat with as per requirement and as per direction of Engineer-incharge.
Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement.Columns,slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.
Providing and Laying in position of Cement concrete Nominal mix(1:1.5:3) including leads of all construction materials, curing,compaction and finishing with rendering in cement sand mortar 1:3 (1cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20mm
Drilling holes of 35 mm diameter for anchor rods (upto 1.50 m depth)
Supply of Tor steel anchor bars of required daimeter , length and shape at site of work complete
Labour charge for fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
Supply & fixing of copper strip (95% to 98% purity) of 35 cm wide and16 gauge in construction joints of RCC works including cutting,grooving in Z or V shape and gas welding etc. complete.
Distance stones well dressed of required shape and size 60 cm x 23 cm x 7 cm with distance marked engraved and exposed face well painted .Incuding Fixing distance stones in 30x30x30 cmpit excavated in all type of strata and back filling in cement concrete ( 1:4:8 ) projected 10 cm above ground level well finished and properly cured.
Construction of pucca bench mark muttam of size 30x30x75 cm in cement concrete (1:3:6 )with maximum aggregate size of 40 mm with 75 cm long MS angle ,size25x25x5 mm embedded including curing tranportation and fixing at site etc. Complete with all leads & lifts.
Construction of earthen dowel 0.50 m top width and 0.40 m height (area 0.40 sqm) including ramming, watering, & dressing etc. complete with all lead and lift.
Labour charges for fixing stone patties/lintel duly approved in CM 1:3 and pointing underneath with cement sand mortar (1:3) for clear span up to 3.5 m of thickness (b) Above 8 cm.
Providing, laying and fixing in position RCC spun or Hume pipe with collars (ISI 458-2003) in required size packed in gasket for Hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints 900 mm dia NP2
Providing, laying and fixing in position RCC spun or Hume pipe with collars (ISI 458-2003) in required size packed in gasket for Hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. In Main Canal Np 2
Providing and laying in Position cement Concrete Including curing compaction etc. of specified grade excluding the cost of centering and shuttering all up to plinth level grade Nominal Mix 1:3:6 ( 1cement :3 coarse sand 6 graded stone aggregate 20 mm nominal size
Brick masonary with F.P.S bricks of class designation 75 in superstructur upto V level in all shapes and sizes : Cement mortar 1:4
Half Brick masonary in superstructure,above plinth level up to floor V level using brick of designation 75: Cement mortar 1:4 (1 cement: 4 coarse sand)
Half Brick masonary in superstructure,above plinth level up to floor third storey including cost of nominal hoop reinforcement (2nos,6mm M.S. bar at every fourth course) using brick of designation 75: Cement mortar 1:4 (1cement:4coarse sand)
Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five 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 for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix
Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props 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 etc.
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)
Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc.complete fine finish 12 mm thick
Filling in plinth with locally available river shingle under floor including watering ramming consolidation and dressing complete including cost of shongles sand
50 mm thick cement concrete flooring with Metallic concrete hardener topping , under layer of 38 mm thick cement concrete 1:2:4 , 20 mm thick nominal size and top layer of 12 mm thick metallic concrete hardner consisting of mix 1:2, 6 mm nominal size by volume & mixed with metallic hardening compound of approved quality @ 2 Kg/Sqm including cement slurry,rounding off edges etc
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
Providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steel handles and peg stay etc. as required.
Doors
Window
Painting synthetic enamel paint od approved brand and manufacture to give an even shade two or more coats on new work.
Providing and laying cement concrete including curing,compaction etc. complete in retaining walls,returnwalls,walls(anythickness) including attached pilasters, columns ,piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping,bedblocks,anchorblocks,plainwindowsills,fillets,levelling course etc upto floor five level excluding the cost of centering and shuttering.M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size).5mm thick coping
P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approvedmakewithcover,25mmdia1MlongG.I.over-flowpipe&25Cm.longwashoutpipewithplug&socket,includingmakingconnectionetc.,completeofapproved design: Capacity 500 lit
White washing with lime to give an even shade including all scaffolding ( New work three or more coats)
Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding.
DEEPAK CONSTRUCTION COMPANY
Bharti Construction Company
M/s Kuldeep building contractor and suppliers
M/s Singh And Associates
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