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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 CrAdmitted-Finance | ₹3.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.6 Cr+₹8.8 L (2.50%)Admitted-Finance | ₹3.6 Cr+₹8.8 L (2.50%) | L2 | Admitted-Finance |
| 3 | L3₹3.7 Cr+₹11.1 L (3.13%)Admitted-Finance NURSERY SCHOOL 1 SECTOR 33 SUNCITY KURUKSHETRA ROAD KAITHAL 136027 HARYANA | KAITHAL | KAITHAL | HARYANA | 136027 | ₹3.7 Cr+₹11.1 L (3.13%) | L3 | Admitted-Finance |
| 4 | L4₹3.7 Cr+₹15.0 L (4.25%)Admitted-Finance | ₹3.7 Cr+₹15.0 L (4.25%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shiv Bhandar Construction Company L1 | SCC Infrastructure Pvt. Ltd L2 | GODARA CONSTRUCTION COMPANY L3 | HARI SINGH AND CO. L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Construction of Bench Mark muttam of size 30x30x75 cms in cement concrete (1:3:6) with 750 mm long 25x25x4 mm. MS angle iron embedded including cost of material, curing, transportation and fixing at site with all leads & lift complete | 66 | Each | - | - | - | - |
| 2.00 | Uprooting Juli Flora /sarkanda, pahari kikar or arrows upto 0.50m. depth below ground level. | 45,898.9 | Per 100 M² | - | - | - | - |
| 3.00 | Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs;Earthwork undressed with combined lead upto 50m. | 614.59 | Per 10 M³ | - | - | - | - |
| 4.00 | Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs and above ; kassi work undressed. & | 34,253.85 | Per 10 M³ | - | - | - | - |
| 5.00 | Carriage of Good Earth From 1 KM Katchha | 34,253.85 | Per M³ | - | - | - | - |
| 6.00 | Dressing of Earthwork | 9,917.26 | Per 10 M³ | - | - | - | - |
| 7.00 | 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). & Compaction of earthwork in layers by compaction of vibro roller as per specifications to attain a density 95% of Maximum Dry Density. | 24,951.18 | Per 10 M³ | - | - | - | - |
| 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. | 7,189.42 | Per 10 M³ | - | - | - | - |
| 9.00 | Dressing of bed for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth. | 13,251.77 | Per 10 M² | - | - | - | - |
| 10.00 | Dressing of side slopes for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth. | 26,256.23 | Per 10 M² | - | - | - | - |
Tender Value
₹4.0 Cr
EMD Value
₹8.0 L
Closing Date
15 Jun 2020, 6:00 pmClosed
Chief Engineer
Office of the Chief Engineer Water Resources North, Hanumangarh
Rehabilitation of R.B. Distributary. of Gang Canal System under RWSLIP
2020_WRDAS_183536_2
CE_NIB_02_2020-21
Open Tender
Civil Works
Item Rate
730 days
R.B. Distributary. of Gang Canal System
As per bid documents
3 documents required · 3 mandatory
₹5,000
Executive Engineer W.R. Division
₹8.0 L
Hanumangarh
14 Jul 2020
15 May 2020
16 Jun 2020
15 May 2020
15 Jun 2020
15 May 2020
15 May 2020 - 27 May 2020
27 May 2020
Amount
Construction of Bench Mark muttam of size 30x30x75 cms in cement concrete (1:3:6) with 750 mm long 25x25x4 mm. MS angle iron embedded including cost of material, curing, transportation and fixing at site with all leads & lift complete
Uprooting Juli Flora /sarkanda, pahari kikar or arrows upto 0.50m. depth below ground level.
Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs;Earthwork undressed with combined lead upto 50m.
Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs and above ; kassi work undressed. &
Carriage of Good Earth From 1 KM Katchha
Dressing of Earthwork
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 in layers by compaction of vibro roller as per specifications to attain a density 95% of Maximum Dry Density.
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.
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.
Extra charge for water spray on sub-grade of canal in bed & side slopes before laying plain concrete/ brick/ tile lining.
M15 Grade Single P.C.C Block(30x15x5 cm) Lining consisting of ; (i) 12mm cement plaster in cement mortar 1:6 on sub-grade. (ii) 16mm sandwich plaster in cement mortar 1:3 over the plaster at item (i) above. (iii) 50 mm thick block 30x15x5 cms laid in 1:3 cement mortar with 6mm thick layer of mortar over sandwich plaster.In Bed including extra for pumping & Curing complete . (JALLOKI MINOR)
M15 Grade Single P.C.C Block(30x15x5 cm) Lining consisting of ; (i) 12mm cement plaster in cement mortar 1:6 on sub-grade. (ii) 16mm sandwich plaster in cement mortar 1:3 over the plaster at item (i) above. (iii) 50mm thick blockk 30x15x5 cms laid in 1:3 cement mortar with 6mm thick layer of mortar over sandwich plaster.on side slopes including extra for scaffolding, pumping & Curing complete . (JALLOKI MINOR)
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)In ordinary soil like sandy loam, soft clay etc.
Laying in position cement concrete for Canal Dowel including curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size .
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.
Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.In Cement mortar.
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) 5th km stone.
Add extra for earth taken from private land ,land to be arranged by the contractor through private negotiations. Item applicable on certication by Ex. En. That no earth is available within canal boundary . For Command area
M15 Grade Single P.C.C Block(30x15x5 cm) Lining consisting of ; (i) 12mm cement plaster in cement mortar 1:6 on sub-grade. (ii) 16mm sandwich plaster in cement mortar 1:3 over the plaster at item (i) above. (iii) 50 mm thick block 30x15x5 cms laid in 1:3 cement mortar with 6mm thick layer of mortar over sandwich plaster.In Bed including extra for pumping & Curing complete (84-85 RB MINOR)
M15 Grade Single P.C.C Block(30x15x5 cm) Lining consisting of ; (i) 12mm cement plaster in cement mortar 1:6 on sub-grade. (ii) 16mm sandwich plaster in cement mortar 1:3 over the plaster at item (i) above. (iii) 50mm thick blockk 30x15x5 cms laid in 1:3 cement mortar with 6mm thick layer of mortar over sandwich plaster.on side slopes including extra for scaffolding, pumping & Curing complete. (84-85 RB MINOR)
Laying in position cement concrete for Canal Dowel including curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size.
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.
Construction , Repairs & Restoration of Outlets of 84-85 RB Minor Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms,lift upto 1.5Mtr including taking out the excavated soil and depositing and refilling of jhiri with watering &ramming and disposal of surplus excavated soil as directed within a lead of 50 meter all kind of soils
Brick masonry in foundation and plinth with brick of class designation 100 in cement mortar 1 : 4 (1 cement : 4 coarse sand )
Pointing on brick or tile masonry in cement sand mortar 1 : 3 ,flush or ruled pointing .
Supplying fixing in position of Tail Cluster 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 redoxide finishing etc. complete in all respect cost ofTail Cluster (all size) per of Tail.
Supplying and Fixing of Cut Throat Meter Flume NI Plast For Measurement of Discharge of Branch/Distributries/Minor/Sub Minor. Discharge :(Rate Approvel vide CE/HMH dt 6-11-2019)
Supplying and Fixing of Cut Throat Meter Flume NI Plast For Measurement of Discharge of Branch/Distributries/Minor/Sub Minor. Discharge ::(Rate Approvel vide CE/HMH dt 6-11-2019)
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 Cm. deep and disposal of rubbish lead up to 50.00 M and lift up to 1.50 M. All kinds of soil.
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 ( 1 : 3 : 6 ) [ 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 40 mm nominal size ].
Brick masonary in foundations and plinth with bricks of class designation 100 in cement mortar 1:6.
Filling available excavated earth ( Excluding rock ) in trenches, plinth side of foundation etc. in layers not exceeding 20 Cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 M and lift up to 1.50 M.
Centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of form work for foundation in basements rafts, footing, straps beams, bases of columns etc. up to plinth level.
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. ( 1 : 3 : 6 ). [ 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 mm nominal size ].
Brick work in partition in Super Structure up to third storey 7 Cm. thick ( Brick on edges ) using bricks of class designation 100 in Cement mortar ( 1 : 6 ).
Centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of form work for Super Structure up to 4.50 M above plinth, 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, cuting, bending, placing in position and binding ( Including cost of binding wire ) all complete up to floor three level. Hot rolled deformed bars.
Reinforced Cement Concrete work in beams, suspended floors, roofs, griders having slopes up to 15", landings, balconies, shelvel, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases up to floor three level including curing, compaction finishing with rendering in Cement Sand mortar ( 1 : 3 ) [ 1 Cement : 3 Coarse Sand ] and making good and joints excluding the cost of centering, shuuttering and reinforcement with ( 1 : 1.5 : 3 ) [ 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 mm nominal size ].
Providing and fixing M.S. Sheet single leaf door shutter in angle iron frame 35 x 35 x 5 mm suitabilit diagonally braced with 25 x 3 M flat iron above and below lock rail of size 50 x 5 mm beading extra including all fittings, as per direction of Engineer In-charge but excluding cost of Chowkhats, including two coats of anti-corrastie red oxide primer paint M.S. Sheet 24 SWG.
Providing precase Cement Concrete jali, nominal mix ( 1 : 2 : 4 ) [ 1 Cement : 2 Sand : 4 Stone Aggregate 6 mm nominal size ] reinforced with 1.60 mm dia mild steel wire including centering and shuttering roughening cleaning fixing and finishing in Cement mortar ( 1 : 3 ) [ 1 Cement : 3 Fine Sand ] etc. complete as per approved design excluding plastering of jambs, sills, and soffits up to floor three level.75mm thick.
Plaster on new surface on wall in Cement Sand mortar ( 1 : 6 ) including racking of joints etc. complete fine finished 12 mm thick.
Plaster on new surface on wall in Cement Sand mortar ( 1 : 4 ) including racking of joints etc. complete fine finished 12 mm thick. Under roof.
Terrazo flooring - 40 mm thick marble chips flooring rubbed and polished to granolithic finish under layer 31 mm thick Cement Concrete ( 1 : 2 : 4 ) [ 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 12.50 mm nominal size ] including fixing of dividing strip ( Excluding the cost of strip ) and top layer 9 mm thick with marble chips of approved color and 4 mm to 7 mm nominal size laid in Cement marble chips ( 2 : 3 ) [ 2 Cement : 3 Marble Cips ] by vol. including Cement slurry etc. complete Ordinary Cement without any pigment.
Painting with enamel paint of approved brand and manifracture to give an even shade two or more coats on new work.
Providing and fixing T - iron frames for doors, windows and ventilators of mild steel Tee - sections, joints mitred and welded with 15 x 3 mm lugs 10 Cms. Long embedded in Cement Concrete Blocks 15 x 10 x 10 Cm. of ( 1 : 3 : 6 ) [ 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 mm nominal size ] or with wooden plugs and screws or with fixing clips or with bolt and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
Cement Concrete flooring grade ( 1 : 2 : 4 ) [ 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate ] rounding off edges e tc. But excluding the cost of nosing of steps etc. complete 25 mm thick with 12.50 mm thick nominal size aggregate.
White washing with lime to give an even shade including all scaffolding on new work three or more coat.
P&F Indian type whites white glazed vitrious china Ist quality WC orissa pan (I.S.: 2556 mark) with 100mm vitrious china P or S trap including cutting and making good the wall and floor . Size 580 x 440 mm.
P. and F. G.I. Pipes ( Internal Work ) with G.I. Fittings ( I.S. : 1239 Mark ) and M.S. Clamps including cutting and making good the walls and floors :-- 15.00 mm Dia Nominal Bore, Class " B ".
25.00 mm Dia Nominal Bore Class " B ".
P. and F. G.I. Pipes ( External Work ) with G.I. Fittings ( I.S. : 1239 Mark ) including trenching and refilling earth etc.:-- 15.00 mm Dia Nominal Bore,Class " B ".
P. and F. Bib Cock ( I.S. : 8931 Mark ) superior quality of approved make :-- Brass 400 gm. 15.00 mm nominal bore.
P&F Bid Cock (I.S : 8931 Mark ) superior quality of approved make :-- Brass 400 gm. 15.00 mm nominal bore.
Providing laying and jointing glazed S.W. Pipes Grade "A" (I.S : 651 Marked ) of approved make with spun yarn and shiff mixture of Cement mortar (1:1) excavation and refilling of earth in all types of soil up to 1.20 M depth S.W. Fitting including testing of joints etc complete.
Providing and laying Cement Concrete ( 1 : 5 : 10 ) [ Stone Aggregate 40.00 mm nominal size ) all around S.W. Pipe including 15.00 Cm. thick bed concrete as per Rajasthan P.W.D. Specification : ( Width W = Diameter of Pipe in Cm. 30 Cm. ) ( Excluding cost of Pipe ). 150.00 mm Dia S.W. Pipe.
Construction of Cement Concrete Chamber 125.00 mm dia on depressed floor up to 45.00 Cm. height from floor with C.P. Brass grating.
Providing and fixing unplasticized poly Vinyl Chloride ( UPVC ) SWR Pipes type " B " for sciland waste discharge system ( I.S. : 13592 : 1992 Marked ) of approved quality / make. 75.00 mm Dia.
Providing and fixing unplasticized poly Vinyl Chloride ( UPVC ) SWR Pipes type " B " for sciland waste discharge system ( I.S. : 13592 : 1992 Marked ) of approved quality / make. 110.00 mm Dia.
Wiring of light point / fan point / exhaust fan point / call bell point with 1.50 Sq. mm F.R. PVC insulated unsheathed flexible copper conductor 1.1 KV Grade and 1.50 Sq.mm FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV Grade ( IS : 694 ) of approved make in surface / recessed ISI marked medium duty PVC Conduit and its accessories, round tiles, 18 SWG M.S. Box with earthing terminal, 6 A switch, 3.00 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connnections, testing etc. as required. ( Group - 2 ). Short Point ( Up to 3.00 Mtr. )
Medium Point ( Up to 6.00 Mtr. )
Wiring of 3 pin 5 Amp. Light plug point with 1.50 Sq. mm FR PVC insulated unsheathed flexible copper conductor 1.1 kV unsheathed flexible copper earth conductor 1.1 kV grade ( IS : 694 ) of approved make in surface / recessed ISI marked medium duty PVC Conduit and its accessories, 18 SWG M.S. box with earthing termina, 6 A switch, 6 A socket, 3.00 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required ( Group - 2 ). On Board
S. and F. following sizes dia of ISI marked medium duty PVC Conduit along with accessories in surface / recessed using saddlee, clamps, fastners as required including cutting the wall and making good the same as required. 25.00 mm.
Supplying and drawing FR PVC insulated and unsheathed flexible copper conductor ISI Marked ( IS : 694 ) of 1.1 kV grade and approved make in existing surface or recessed conduit / casing capping including making connectiions etc. as required. ( Group - 2 ). 2.00 x 2.50 Sq. mm.
P & F energy efficient / energy saving direct fit (Retrofit) composite self ballasted compact fluorscent lamp (CFL) with PF >0.85 in existing holder / fixture as required ( Group - 2 )
P. and F. 240 / 415 v porcelain kitkat fuse ( Rewireable / HBC type ) confirming to IS : 2086 : 1983 on existing board / sheet including making connections with lugs, testing etc. as required. 16 - A, 240 V, ( Group - 2 )
P and F surface recessed type 10mm thick teak wood board duly antitermite treated,varnished and fixed by gutties/pvc fastners of folloing size as required.200 x 250 mm (P.W.D BSR 2013 for electric work item no. E 050904
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
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:1:3:6 (1Cement :3 Course Sand :6 Graded stone aggregate 40 mm nominal size
Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 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
Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: 12 mm thick.
Providing and fabricating steel reinforcement at any level including cutting, binding, placing in position and binding complete in foundation as per drawing and technical specification as per MoRTH Specification : Section: 1600:TMT Steel reinforcement
Structural Cement concrete upto a height of 5m for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification as per MoRTH Specification 1500 & 1700,M 25 grade solid slab superstructure
SCC Infrastructure Pvt. Ltd
GODARA CONSTRUCTION COMPANY
HARI SINGH AND CO.
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