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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.9 Cr+₹24.0 L (14.3%)Admitted-Finance | ₹1.9 Cr+₹24.0 L (14.3%) | L2 | Admitted-Finance |
| 3 | L3₹2.2 Cr+₹51.3 L (30.6%)Admitted-Finance | ₹2.2 Cr+₹51.3 L (30.6%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s GOPAL CONSTRUCTION COMPANY L1 | Ghosliya Construction Company L3 | Shree Durga Construction Company L2 |
|---|---|---|---|---|---|---|
| 1.00Cutting & 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. | ||||||
| 1.10 | Ordinary | 57,955 | Sqm | 1.2 ₹69,546 Lowest | 1.5 ₹86,932.5 | 3.5 ₹2,02,842.5 |
| 2.00 | Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department Over 7.5 cms to 15 cms. Girth | 75 | Each | 34 ₹2,550 | 42 ₹3,150 | 5 ₹375 Lowest |
| 3.00 | Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required.(Poor qualtity of work) | 50 | Cum | 443 ₹22,150 | 200 ₹10,000 | 50 ₹2,500 Lowest |
| 4.00 | Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.In cement mortar (Poor qualtity of work) | 208 | Cum | 334 ₹69,472 | 391 ₹81,328 | 50 ₹10,400 Lowest |
| 5.00 | Dismantling of Masonry with care inclusive of dewatering wherever required (Poor quality of work)
Dry stone masonry or pitching U/S Dam | 920 | Cum | 67 ₹61,640 Lowest | 390 ₹3,58,800 | 80 ₹73,600 |
| 6.00 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect for Hard soil mixed with kanker / boulder, morrum | 2,045.48 | Cum | 99 ₹2,02,502.52 | 102 ₹2,08,638.96 | 70 ₹1,43,183.6 Lowest |
| 7.00 | Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de- watering wherever required complete in all respect.
Soft / Disintegrated rock | 879.08 | Cum | 134 ₹1,17,796.72 | 98 ₹86,149.84 Lowest | 150 ₹1,31,862 |
| 8.00 | 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 and dewatering wherever required complete in all respect
(i) Hard/dense soil | 1,710 | Cum | 79 ₹1,35,090 Lowest | 178 ₹3,04,380 | 150 ₹2,56,500 |
| 9.00 | Removal of slit/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 1.5 m with proper dressing on canal bed complete in all respect
For depth above 15 cms but upto 30cms having
Lined section | 6,185 | Sqm | 23 ₹1,42,255 | 18 ₹1,11,330 Lowest | 70 ₹4,32,950 |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
24 Sept 2025, 6:00 pmClosed
Superintending Engineer Water Resources Circle Bhi
Superintending Engineer Water Resources Circle Bhi
Rehabilitation of Anwasa Irrigation Project, District Bhilwara under RWSLIP
2025_WRDAS_496320_1
NIT-05/25-26/2176/WRD-II/BHL
Open Tender
Civil Works
Item Rate
545 days
MANDALGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Payment accept only e-grass
₹4.0 L
Yes
Superintending Engineer Water Resources Circle Bhi
14 Oct 2025
25 Aug 2025
25 Sept 2025
25 Aug 2025
24 Sept 2025
25 Aug 2025
16 Sept 2025
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.
Ordinary
Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department Over 7.5 cms to 15 cms. Girth
Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required.(Poor qualtity of work)
Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.In cement mortar (Poor qualtity of work)
Dismantling of Masonry with care inclusive of dewatering wherever required (Poor quality of work) Dry stone masonry or pitching U/S Dam
Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect for Hard soil mixed with kanker / boulder, morrum
Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de- watering wherever required complete in all respect. Soft / Disintegrated rock
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 and dewatering wherever required complete in all respect (i) Hard/dense soil
Removal of slit/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 1.5 m with proper dressing on canal bed complete in all respect For depth above 15 cms but upto 30cms having Lined section
Removal of slit/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 1.5 m with proper dressing on canal bed complete in all respect For depth above 15 cms but upto 30cms having UnLined section
Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead, inclusive of de-watering wherever required. (Poor qualtity of work)
Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar & murrum for bed bed
Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and and kankar & murrum for In Side Slope
Cement concrete lining of nominal mix (1:3:6) with upto 20 mm size well graded crusher broken stone aggregate laid as per specifications including all leads of all construction materials including rendering compaction and curing etc. complete for canal bed of thickness 7.5 cm 7.5 cm
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 course 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.
R.R. masonry (using R.R. Stones where 75 % to be not less than 15 cm in size in any direction and weighing not less than 23 kg ) for super structure inluding all leads of all construction materials including curing eyc. Complete in cement sand mortar 1:6
Supplying and laying quarry spalls properly graded but not more than10cm in size with spreading in required profile including all leads & lifts
Supplying stone, spall and laying R.R.stone pitching, hammer dressed with packing of voids from small stone including all lead & lifts,in required profile of 23 cm thickness (± 5 % thickness tolerance)
plaster in cement sand mortar 1:3 including racking of joints , smooth finishing and curing etc. complete including all leads of all construction materials of thickness 20 mm
plaster in cement sand mortar 1:3 including racking of joints , smooth finishing and curing etc. complete including all leads of all construction materials of thickness 12 mm
Providing and laying cement concrete coping or (1:2:4) with maximum size of crusher broken aggrigate upto 20MM including shuttring etc. with all leads of material complete in all respect of thickness 75MM
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 (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
Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall,counterfort,abutment,wingwall up stream or down- stream slope facings of dams and open faces of construction joints etc.
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 bars (IS :1786-1985)
Drilling holes of 35 mm diameter for anchor rods. i) Upto 1.50 m. Depth
Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
Supply of Tor steel anchor bars of required diameter,length and shape at site of work complete.
Brick masonry (using well burnt clay bricks of size 230x110x70mm, class designation 75 as per specification)upto plinth including all lead so fall construction materials including curing etc. complete. In cement sand mortar (1:6) Add extra for super structure
Brick masonry lining consisting of 12 mm thick plaster in cement mortar (1:6) on sub grade, 16 mm thick sandwich plaster in cement mortar (1:3 over base plaster & 70 mm thick brick masonry in cement mortar (1:3) laid over 6 mm thick mortar layer in cement mortar (1:3) including curing etc. including all leads of construction materials complete as per specifications. In Bed
Brick masonry lining consisting of 12 mm thick plaster in cement mortar (1:6) on sub grade, 16 mm thick sandwich plaster in cement mortar (1:3 over base plaster & 70 mm thick brick masonry in cement mortar (1:3) laid over 6 mm thick mortar layer in cement mortar (1:3) including curing etc. including all leads of construction materials complete as per specifications. In Side Slope
1 Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.50 M including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with in a lead of 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 using crusher broken aggregate M10 grade Nominal Mix ( with graded stone aggregate 20 mm nominal size) (1:3:6)
Random Rubble stone masonry for with hard stone in Foundation and Plinth in Cement Sand mortar above 30 CM thick wall in, Cement Mortar 1:6 ( 1-Cement : 6-Sand).
Brick masonary with F.P.S brick of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : cement mortar 1:6
Providing and laying Damp-proof course with cement concrete grade M15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound including two coats of hot blown bitumen ( 2 kg. per sqm ) complete specification with glass strip 3 mm thick at a distance of 1 m interval. 50 mm thick.
Centering & shuttering with Plywood or Steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor Three level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth 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 Three level.Thermo-mechanically Treated bars (Conforming of relevent IS code).
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. . All work upto plinth level : M20 grade Nominal Mix.
P & F 1st qualityVitrified Porcelain Polished 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 walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :: 12 mm thick.
Providing and fixing M.S. sheet 1mm thick 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, direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint.
Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) 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 ventilator top or center hung (openable ).
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work PWD BSR Building Bhilwara 2022 , chap no - B-12 , Item 12.46.1
Providing and fixing Square bars or other flat welded to window, ventilatiors etc.
P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors:15 mm dia nominal bore 'A' Class .
Supply & fixing G.I. Union ISI marked in G.I. pipe line as required complete in all respect of size : 15mm dia nominal bore.
P. and F. Bib Cock ( I.S. : 8931 Mark ) superior quality of approved make :- Brass 400 gm. 15.00 mm nominal bore
P & F Stop cock (IS: 8931 Mark) superior quality & of approved make: Brass 400 gm. 15 mm nominal bore.
P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun-metal 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 European type white glazed vitreous china 1st quality W.V. pan (IS:2556 Mark) with P or S trap including cutting and making good the wall and floor
P&F Low level Flushing Cistern of 10 ltrs capacity (IS:2556 mark) 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 IS: 7231.
P & F rigid PVC pipe (IS: 4985 mark) class 2 (4 Kg./Cm.) approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant.
110 mm dia PWD BSR Building Bhilwara 2022 Ch S-3,item 3.16.3
75 mm dia
P & F rigid PVC pipe fittings (IS: 4985 mark) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant:
Reducer 110x75 mm 110 mm
Plain Tee 110 mm
Bend 87 .5, 110 mm
Socket Plug 110 mm
WC connector bent type 110 mm 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 ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. overflow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design, 1000 Litre ,
Part (c)- Electrical work
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) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it's ISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thick Hot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
Short Point (upto 3 meter)
Medium Point (upto 6 meter)
Long point (upto 10 meter)
Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor PWD specification for electrical Works with ISI marked (IS:694) and IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant IS 10810- 53, better amperage rating IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
2 x 6.0 sq. mm. + 1 x 2.5 sq. mm.
2 x 6.0 sq.mm
of 10 kA breaking capacity (B/ C/D tripping characteristic type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
Double pole MCB(With B/C curve tripping Characteristics) 40 A rating
Single pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A
Providing & Fixing of BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirements laid down in IS 374:2022 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this 1200 mm Sweep BEE 3 Star rated (service value >=5.0 to< 5.5 )
Providing & Fixing of IP 20 box made out from 1.2mm thick CRCA sheet steel with depth of minimun 30 mm and finished with powder coating and suitable for mounting LED tube including side covers, holders , internal wiring to illuminate the single sided connection LED tube. ( Without tube). All pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this Suitable for 4' LED Tube shape fixture for double rod
Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0.95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall be submitted. All pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .1200mm , Min. Lumens output 2000 lm LED Tube rod with Polycarbonate Housing
Providing & Fixing of energy efficient /energy saving IP 20 LED direct retrofit Bulb in existing holder or fixture as required with system lumen efficacy ≥100 lm/Watt output ,pf 0.95 , CRI >70, minimum life time of minimum 25000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) certificate / Report from OEM shall be submitted. All pre approved by engineer in charge . for additional technical parameters of product/ work, refer Annexure "A" attacheded with this BSR 9 Watt
Shree Durga Construction Company (BID ID -3318485)
Ghosliya Construction Company (BID ID -3319330)
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