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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.7 CrAccepted-Finance | ₹19.7 Cr | L1 | Accepted-Finance Responsive |
| 2 | L2₹20.5 CrAccepted-Finance | ₹20.5 Cr | L2 | Accepted-Finance Responsive |
| Sl No | Description | Qty | Unit | SARAN BUILDWELL PVT. LTD. L1 | M/S Shree Karni traders L2 |
|---|---|---|---|---|---|
| 1.00 | Pointing of any design with cement mortar 1:3 on Brick work in substructure at any height as per MoRTH Specification: Clause 1309 | 2,528.6 | 10 Sqm | 700 ₹1.8 L | 1,131 ₹2.9 L |
| 2.00 | P & F PVC Storage Tank (IS:12701 marked indicating the BIS licence 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 ,icluding placing on terrace (at all floors ),making connection etc. complete of approved design ,1000 Litre , | 6 | Nos | 4,000 ₹24,000 | 7,841 ₹47,046 |
| 3.00 | Construction of soakage well in all types of soil of approved drawing, top 90cm portion in 450mm thick masonary with CM 1:6, 80 mm thick stone slab covering, jointing of slab in CM 1:3, Rathal, 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. | 6 | Per Each | 4,000 ₹24,000 | 5,478 ₹32,868 |
| 4.00 | Jungle clearance thick including cutting bushes , shrubs and plants etc . . | 14,025 | Per Sqm | 2 ₹28,050 | 2 ₹28,050 |
| 5.00 | Uprooting Juli Flora /sarkanda, pahari kikar or arrows upto 0.50m. depth below ground level. | 43,205.64 | Per Sqm | 5 ₹2.2 L | 6.5 ₹2.8 L |
| 6.00 | Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs; kassi work undressed. | 1,14,098.45 | Per Cum | 35 ₹39.9 L | 41 ₹46.8 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. | 66,864.81 | Per Cum | 55 ₹36.8 L | 55 ₹36.8 L |
| 8.00 | 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). | 1,29,550.14 | Per Cum | 10 ₹13.0 L | 11 ₹14.3 L |
| 9.00 | Compaction of earthwork by mechanically operated Vibro-Compactor/ any other mechanical means to attain a density 95% of Maximum Dry Density. | 1,29,550.14 | Per Cum | 35 ₹45.3 L | 39 ₹50.5 L |
| 10.00 | Dressing of earthwork. | 2,890.08 | Per Cum | 1.3 ₹3,757.10 | 1.25 ₹3,612.60 |
Tender Value
₹20.1 Cr
EMD Value
₹40.2 L
Closing Date
18 Nov 2025, 6:00 pmClosed
Chief Engineer
Office of the Chief Engineer Water Resources(North) Hanumangarh
Rehabilitation of Karni ji Distributary Part II Gang Canal System District Sriganganagar
2025_WRDAS_507890_5
CE_NIB_06_2025-26
Open Tender
Civil Works
730 days
Raisinghnagar
As per bid documents
3 documents required · 3 mandatory
₹10,000
Executive Engineer,Water Resources Division
₹40.2 L
Hanumangarh
9 Jan 2026
16 Oct 2025
19 Nov 2025
16 Oct 2025
18 Nov 2025
16 Oct 2025
27 Oct 2025
Amount
Pointing of any design with cement mortar 1:3 on Brick work in substructure at any height as per MoRTH Specification: Clause 1309
P & F PVC Storage Tank (IS:12701 marked indicating the BIS licence 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 ,icluding placing on terrace (at all floors ),making connection etc. complete of approved design ,1000 Litre ,
Construction of soakage well in all types of soil of approved drawing, top 90cm portion in 450mm thick masonary with CM 1:6, 80 mm thick stone slab covering, jointing of slab in CM 1:3, Rathal, 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.
Jungle clearance thick including cutting bushes , shrubs and plants etc . .
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; 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.
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.
Carriage of bats ballast, kamkar, sand, bajri, stone, grit, murram, soiling stone for road, water, good earth 5 km kachcha
Dismantling of lining & disposing of material within 1/2 Km lead. (a) Single tile lining
Extra charge for water spray on sub-grade of canal in bed & side slopes before laying plain concrete/ brick/ tile lining.
Providing & laying M-15 grade Single P.C.C 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 and specifications(In bed icluding dressing of bed, pumping charges of water to lining heading from source and curing upto 28 days)
Providing & laying M-15 grade Single P.C.C 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 and specifications(On side slope icluding dressing of sides, scafolding and template allowance, pumping 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. In ordinary soil like sandy soft clay etc.(For Dowel Earthwork)
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.
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801(UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch. 10, item no 10.10(II) B)Kilometre Stone
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRTH Specification Clause 807(UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch. 10, item no 10.11)Boundary Pillar
Providing & laying Single brick 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) 7 cmm thick Brick 23x11x7 cms laid in 1:3 cement mortar with 6mm thick layer of mortar over sandwitch plaster. (a) In bed icluding dressing of bed, pumping charges of water to lining heading from source and curing upto 28 days.(WR North BSR-2023,Ch-7,item 1a)
Providing & laying Single brick 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) 7 cmm thick Brick 23x11x7 cms laid in 1:3 cement mortar with 6mm thick layer of mortar over sandwitch plaster. (a)On side slopes icluding dressing of bed, pumping charges of water to lining heading from source and curing upto 28 days.(WR North BSR-2023,Ch-7,item 1a)
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per MoRTH Specification Clause 202. By Mechanical Means, Reinforced cement concrete (UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch-2, item no 2.5 II(A)
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202.(UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch-2, item no 2.6 (B)
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per MoRTH Specification Clause 202. By Mechanical Means, cement concrete (UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch-2, item no 2.5. II (B) )
Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm 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 (UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch-B1, item no 1.1.1)
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. PCC M-15 garde, (UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch-B2, item no 2.3.1)
Brick masonry work in cement mortar 1:3 with mechanical mixer for foundation (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(UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch-B-2, item no 2.1)
Brick masonry work with first class bricks (Minimum 10.5MPa) in cement mortar 1:3 with mechnical mixer for foundation complete including all scaffolding etc. excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300 Upto 5 metre height (UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch-B-3, item no 3.1.1)
Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technical Specification as per MoRTH Specification : Section: 1600 TMT Steel reinforcement (UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch-B-4, item no 4.3.1.3)
Structural Cement concrete for reinforced concrete in superstructure at any level complete including steel formwork, scaffolding etc. as per drawing and technical specification as per Design mix MoRTH Specification 1500 & 1700. M 25 grade solid slab superstructure (UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch-B-4, item no 4.1.1)
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3(UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch-3, item no 3.4(i))
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m, Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3(UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch-3, item no 3.5(iii))
Supplying and fixing tar paper bearing over the pier / abutment cap as per MoRTH specification including overlap and wastage if any as per the direction of the engineer in charge (As per PWD Road BSR 2023, Chapter B-4, Item 9)
Providing and fixing 20mm thick compressible fibre board in expansion joint complete. (UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch-B-3, item no 3.14.2.2)
Granular Sub-base with Well Graded Material (Table 400-1), By Mix in Place Method, Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading I Material (UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch-4, item no 4.1 A(i) )
WBM Grading 1 , Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate, By Manual Means (UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch-4, item no 4.4.1 (II) A)
WBM Grading 2 , Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate Using Crusher Broken Aggregate, By Manual Means (UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch-4, item no 4.4.2 A)
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30)(UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch-5, item no 5.3II)
Prime Coat, Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 (UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch-5, item no 5.1 I)
Tack Coat, Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503.(UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch-5, item no 5.2 I)
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. Case - I By Manual Means Bitumen (VG-30) (UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch-5, item no 5.7 Case-I (II))
Seal Coat, Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511 Case - I By Manual Means Bitumen (VG-30) (UNIFIED ROAD BSR, PWD, RAJASTHAN FOR YEAR 2025-26, Ch-5, item no 5.9 Case-I Type A (II))
Wall painting with Royal Play paint with various types of designs as approved of approved brand and manufacture to give an even shade including all scaffalding. Two or more coats on New work including preparation of base with primer, putty lippy etc. Complete in all respect. , RAJASTHAN BUILDING BSR 2022, Ch-B-12, item no 12.67)
Supplyand 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.(W.R.North BSR 2023,Ch-11 Item 6)
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. (As per PWD HMH BSR 2022 , Item no 1.8)
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 Stone Aggregate 20 mm nominal size ].(As per PWD Building BSR 2022 , Item no 3.1.4)
Brick work with common brunt clay FPS Non modular bricks of class designation 75 in foundation & plinth cement mortar 1:6 (As per PWD Building BSR 2022 HMH, Item no 5.1.2)
Brick work with common brunt clay FPS Non modular bricks of class designation 75 in super structure above plinth level upto floor 5 level in all shapes and sizes in cement mortar 1:6 (As per PWD Building BSR 2022 HMH, Item no 5.2.2)
P & L damp proof course with cement concrete grade M-15 mortar prepared with 1 % solution of water proof compound including two coats of hot blown bitumen ( 2 Kg. per sqm.) complete as per specification 50 mm thick.PWD Building BSR 2022,Ch B-315 Item no 3.7.1
Centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propes and removal of form work 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.(As per PWD Building BSR HMH 2022 , Item no 4.10.2 ) Chap No B-4
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( IS 1139 ) .(As per PWD Building BSR HMH 2022 , Item no 4.13.3) Chap no B-4
P & L in position specified grade of reinforced cement concrete including curing compaction finishing with rendenring in cement sand mortar 1:3 ( 1-Cement : 3-Coarse sand ) and making good the joints excluding the cost of centering , shuttering and reinforcement. All work upto plinth level : M20 ( stone aggregate 20mm nominal size). PWD BSR Building 2022 Ch B-4,item 4.1
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 PWD BSR Building 2022 Ch B-7, item 7.18.2
Plaster on new surface on walls in cement sand mortar 1 : 4 including raking of joints etc. complete fine finish: 12 mm thick.PWD BSR Building Ch B-12, item 12.2.3
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete[Ref: PWD BSR Integrated (Bldg) 2022 , Chapter B-12 Item No: 12.23]
Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect.[Ref: PWD BSR Integrated (Bldg) 2022 , Chapter B-12 Item No: 12.40.1]
Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding.New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ).[Ref: PWD BSR Integrated (Bldg) 2022 , Chapter B-12 Item No: 12.42]
Painting top of roof with bitumen of approved quality at 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10sqm including cleanin the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete; With residual type petroleum bitumen of penetration 80/100[Ref: PWD BSR Integrated (Bldg) 2022 , Chapter B-10 Item No:10.15]
Providing and laying brick kharanja on roofs with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound in square pattern 75mm to 100mm thick average[Ref: PWD BSR Integrated (Bldg) 2022 , Chapter B-10 Item No:10.18.1]
Providing and fixing M.S. Sheet 1MM 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 18 SWG (1 mm thick) .(As per PWD Building BSR HMH 2022, Item no 9.17) chap no B-9
P&F steel glazed doors, windows and ventilators shutters of standard rolled steel section (IS 1038-1983) joint mitred and welded with steel 13×3 mm lugs 10 cm. long embedded in cement concrete blocks 15×10×10 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 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 fittings except neccessary hinges of pivots steel handles and peg stay etc. as required. Windows side hung ventilator top or center hung (openable ). PWD BSR Building HMH 2022, item 9.19.3
P & F Squre bars or other flat welded to window , ventilators etc.PWD BSR Building 2022 Ch B-9, item 9.27
P & F G.I. Pipes (Internal work) with G.I. fittings ( IS : 1239 Mark) & M.S. clamps including cutting and making good the walls and floors: 15 mm dia nominal bore.A classPWD BSR Building 2022 Ch S-2(2),item 2.1.1
P. and F. Bib Cock ( I.S. : 8931 Mark ) superior quality of approved make :-- Brass 400 gm. 15.00 mm nominal bore(As per PWD BSR Building 2022 , ChapNo-S-2, Item 2.7.1
P & F Stop cock (IS: 8931 Mark) superior quality & of approved make: Brass 400 gm. 15 mm nominal bore.PWD BSR Building Ch S-2(2), item 2.8.1
P & F Full way valve (IS:778 Mark) or wheel valve of approved make: Gun-metal 15mm nominal bore. PWDBSR Building 2022 Ch S-2(2),item, 2.15.1
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. PWD BSR Building 2022 Ch S-1(2),item 1.1.2
Vitreous china foot rests 250x130x30 mm [Ref: PWD BSR Integrated (Bldg) 2022 , Chapter basic rate of materials Item No:1363]
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 as per IS: 7231. PWD BSR Building 2022 Ch S-1(2),item 1.20.2
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.PWD BSR Building HMH 2022 Ch S-3(2),item 3.16.3 110 mm dia
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.PWD BSR Building HMH 2022 Ch S-3(2),item 3.16.2 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: v Reducer 110mm (3.17.2.ii)
P & F rigid PVC pipe fittings (IS: 4985 mark) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant: PWD BSR Ch S-3, 3.17,, Plain Tee 110 mm (3.17.3.ii)
P & F rigid PVC pipe fittings (IS: 4985 mark) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant: PWD BSR Ch S-3, 3.17,, Bend 110 mm (3.17.9.ii)
P & F rigid PVC pipe fittings (IS: 4985 mark) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant: PWD BSR Ch S-3, 3.17, Socket Plug 110 mm (3.17.13.ii)
P & F rigid PVC pipe fittings (IS: 4985 mark) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant: PWD BSR Ch S-3, 3.17, WC connector bent type (3.17.117.ii)
Wiring of light point/ fan point/ exhaust fan point/ call bell point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694) 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 ) vergin material PVC conduit & it's all accessories( J.B. , Bends etc.) , round tiles,18 SWG G.I. box with earth terminal, 6 A switch , 3 pin ceiling rose/ Lamp holder / 3 point Connector, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 - 1995), Al. alloy/ cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Engineer in charge, making connections, testing etc. complete 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 products/ work , refer Annexure "A" attached with this BSR . As per PWD ELE BSR 2022 Item ch item 01 Short Point (upto 3 meter) (E01.1.1)
Wiring of light point/ fan point/ exhaust fan point/ call bell point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694) 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 ) vergin material PVC conduit & it's all accessories( J.B. , Bends etc.) , round tiles,18 SWG G.I. box with earth terminal, 6 A switch , 3 pin ceiling rose/ Lamp holder / 3 point Connector, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 - 1995), Al. alloy/ cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Engineer in charge, making connections, testing etc. complete 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 products/ work , refer Annexure "A" attached with this BSR . As per PWD ELE BSR 2022 Item ch item 01 Medium Point (upto 6 meter) (E01.1.2)
Wiring of light point/ fan point/ exhaust fan point/ call bell point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694) 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 ) vergin material PVC conduit & it's all accessories( J.B. , Bends etc.) , round tiles,18 SWG G.I. box with earth terminal, 6 A switch , 3 pin ceiling rose/ Lamp holder / 3 point Connector, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 - 1995), Al. alloy/ cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Engineer in charge, making connections, testing etc. complete 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 products/ work , refer Annexure "A" attached with this BSR . As per PWD ELE BSR 2022 Item ch item 01 Long point (upto 10 meter) (E01.1.3)
Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.99% purity copper, class 5 stranding in acc. to IEC 60228 for lower watt loss , oxygen free ( <10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A ,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4, , in existing surface or recessed PVC/ MS conduit/casing capping including all as per pre approved by Engineer in charge,making connections, etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 2 x 6.0 sq. mm. + 1 x 2.5 sq. mm. (E04.1.19)
Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.99% purity copper, class 5 stranding in acc. to IEC 60228 for lower watt loss , oxygen free ( <10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A ,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4, , in existing surface or recessed PVC/ MS conduit/casing capping including all as per pre approved by Engineer in charge,making connections, etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 2 x 6.0 sq.mm (E04.1.16 )
Providing & Fixing of 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C tripping characteristic as per type of load and site requirement) 4KV impulse withstand voltage, as per PWD specification for electrical Works with 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 as per IEC, minimum phase termination capacity of 35sq.mm. , conductorline load reversibility, label holding facility , IP 20 contact protection and fitted with existing distribution board/sheets, min. operation 20,000 upto 32 A rating and 10,000 upto 63 A, 5000 for 80 A rating including making connections, testing etc. as required. . OEM shall have submit NABL / CPRI / ERDA accrediated lab test reports before execution & All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 40 A rating (E06.1.2.3)
Providing & Fixing of 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C tripping characteristic as per type of load and site requirement) 4KV impulse withstand voltage, as per PWD specification for electrical Works with 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 as per IEC, minimum phase termination capacity of 35sq.mm. , conductorline load reversibility, label holding facility , IP 20 contact protection and fitted with existing distribution board/sheets, min. operation 20,000 upto 32 A rating and 10,000 upto 63 A, 5000 for 80 A rating including making connections, testing etc. as required. . OEM shall have submit NABL / CPRI / ERDA accrediated lab test reports before execution & All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 6 A to 32 A rating ( E 06.1.1.2)
Providing & Fixing of ISO Certified company made BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan as per PWD specification for electrical Works, conforming to IS:374-2019, & IS:1885 -P-V1981. with down rod up to 30 cm with secondary support safety cable ( steel wire ) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. Appropriate OEM test certificate shall be submitted by contractor. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . (E15.7.2) 1200 mm Sweep BEE 2 Star rated (service value >=4.5 to< 5 )
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 (As per 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 as per 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 Glass Housing (Electric BSR JAIPUR, 2022,Item No. 17.2.3)
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 sidecovers, holders , internal wiring to illuminate the single sided connection LED tube. ( Without tube). All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .Suitable for 4' LED Tube shape fixture 2 X 18/20 W (E17.11.2)
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 (As per 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 as per pre approved by engineer in charge . for additional technical parameters of product/ work, refer Annexure "A" attacheded with thisrefer Annexure "A" attached with this BSR 18/20 Watts (E17.9.5)
Brick/Tile bats of clinkers at site(350 nos brick bats@Rs 1500 per 1000 nos)
M/S Shree Karni traders (BID ID -3368951)
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