Public Works Department Tender
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Costs
EMD
₹ 12,77,520Document Cost
₹ 5,000Tender Fee
₹ 2,500
Description
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Contact
Tender Id
2025_CEPWD_468232_1Tender No
NIT No. 03 of 2025-26 SE PWD Circle BikanerTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
Correctness_Certificate_BldgRDRailway
BOQ Items
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Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRTH specification Clause 304.3.7 & 2204.6.Granular Material
36.92
583
21524.36
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104.R.C.C. grade M 25
11.1
4824
53546.4
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Casting, Supplying and transporting up to the bridge site within 50m, pre cast RCC Boxes, base slabs , Ballast retainer, bed block etc of Reinforced concrete in M-35 design mix etc as per approved drawings & Specification with contractor own labour, materials, equipments such as sand, cement, water, 6 mm to 20 mm well graded machine crushed stone aggregate, plasticizers required if any including machine mixing of all gradients, placing, mechanical vibrating, curing etc and providing, erecting, and dismantling of staging, shuttering, centering formwork and providing AC/PVC pipes of approved size for weep holes/drain pipes at spacing as decided by the engineer in charge and handling with all lead, lift, depth ascent, descent, octroi, royalty and other taxes etc including, crossing of track, nallah / streams or any other obstructions etc complete as per instruction of engineer in charge. Note- (i) The payment of steel used will be made separately under relevant BSR item (ii) The rates of item includes the cost of mixed design also. (iii) The rate of item includees the cost of cement also.
219.15
7302
1600233.3
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302
37.0605
91010
3372876.105
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Construction of un-reinforced, without dowel bars, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per specification, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 37.5 mm, to achieve gradation for PQC as per Morth and other relevant specifications, mixed in a batching and mixing plant as per approved mix design to achieve 28 days flexural strength of concrete more than 3.8 MPa (M-30 Grade), transported to site, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion joints near approaches to bridge/culvert and construction joints, applying debonding strips, primer, sealant, admixtures as approved, curing of concrete slabs for minimum 14-days, using curing compound (if required) or water with spreading and removing of sand or gunny bags as required to keep the surface continuously wet, finishing to lines and grade as per drawing and Specification including vaccum dewatering process (if required) with all required equipments complete as per IRC: SP-62 (Latest revision)
18.9
5520
104327.99999999999
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Placement of precast RCC segmental Box with the help of road crane at desired location carefully by lifting and packing method , during traffic and power block with all contractor labour tools and materials crane, machinery, preparation of surface as directly by Engineer, including filling of joints by epoxy mortar and laying of requiredsand including all material and labour tools, plants machinery etc with all lead and lift.
523.125
4638
2426253.75
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Dismantling of existing BG under relevent track inlcuding trap point of single rail 3 rail panel of 90R/52 Kg with PRC & Other type sleeper of density M+7 including fitting & fastenings & removal of ballast/soil complete including cutting of rails as required as directed by Engineer in charge with Hack saw blade including stacking of released material viz rail, sleeper, fittings and fastenings in systematic manner as per direction as per Engineer incharge all lead, lift , ascent, descent, crossing of track or any other obstruction as a complete job. Nothing shall be paid extra on any account .
25
66
1650
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Lifting of track (BG) with by raising of track in stage of 50mm including one round packing to make the track fit for 20 Kmph speed as per IRPWM manual (for calculation = 6 lifts.) (6x@20)
25
165
4125
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Picking of stones ballast from existing track (Screening leading upto 40 m and stacking at nominated area by making plot with all lead including contractors own tools, labours etc complete. 8% shrinkage allowance shall be deducted from gross quantity. The removal of ballast shall be commenced with lifting of track under suitable speed restriction.
45
52
2340
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Laying and linking of MG /BG track in curve/straight over bridges comlete job.
25
80
2000
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Providing 2nd and 3rd packing (2Nos) including proper surfacing, aligning, squaring of sleepers, etc. Complete job.) 2nd packing including picking up of stacks
25
17
440.00000000000006
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Providing 2nd and 3rd packing (2Nos) including proper surfacing, aligning, squaring of sleepers, etc. Complete job.) 3rd packing including picking up of stacks
25
15
385
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Supplying, fabrication & erection of all steel member as per IS 800-1984 & other relevent IS code for shelter/height guage comprising of welded trusses purlin, bracing, post, girder, column, bearing plate, gusset plate etc. on raising level plateform & sheds including cost of cutting, leading etc. & cost of providing bolts,nuts, washer & welding where required with lead, lift, ascent/decent as per approved make & as per RDSO design including primming coat of red oxide of approved engineer in charge and painting of two coat with synthetic / aluminium paint as a complete job including all taxes, lead, lift, ascent/decent, crossing of track as a complete job.
50
7015
350750
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRTH specification Clause 2204.6 & 2504.2.2
167.08
900
150372
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Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and MoRTH Specification Clause 801
437.75
89
38959.75
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRTH Specification Clause 801
437.75
92
40273
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PART- 'B' : CC Pavement and Retaining Wall for Approaches
-
-
-
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Excavation for Structures Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of
shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil.Upto 3 m depth
7537
186
1401882
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Excavation for Structures Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of
shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil. Above 3 m & up to 6 m depth.
1785
222
396270
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Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRTH specification Clause 304.3.7 & 2204.6.Granular Material
926.85
583
540353.55
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104.P.C.C. grade M15 Nominal mix (1:2.5:5)
463.43
3719
1723496.17
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C. grade M25
2296.78
4824
11079666.72
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302
230.09
91010
20940490.9
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Construction of un-reinforced, without dowel bars, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per specification, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 37.5 mm, to achieve gradation for PQC as per Morth and other relevant specifications, mixed in a batching and mixing plant as per approved mix design to achieve 28 days flexural strength of concrete more than 3.8 MPa (M-30 Grade), transported to site, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion joints near approaches to bridge/culvert and construction joints, applying debonding strips, primer, sealant, admixtures as approved, curing of concrete slabs for minimum 14-days, using curing compound (if required) or water with spreading and removing of sand or gunny bags as required to keep the surface continuously wet, finishing to lines and grade as per drawing and Specification including vaccum dewatering process (if required) with all required equipments complete as per IRC: SP-62 (Latest revision)
427.35
5520
2358972
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P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.110mm dia
740
282
208680
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Providing and laying filter material underneath pitching in slopes complete as per drawing and MoRTH specifications Clause 2504.2.2
1332
1432
1907424
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Providing and fixing in position bitumen impregnated fiberboard confirming to IS: 1838 in expansion joints including the cost of primer sealing compound. 25mm thick
91.8
1034
94921.2
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Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and MoRTH Specification Clause 801
3862.8
89
343789.2
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRTH Specification Clause 801
3862.8
92
355377.60000000003
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Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge.
1
11541
11541
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Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification with size more than 0.9 sqm size board
7.2
3538
25473.600000000002
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PART- 'C' : Rain Water Harvesting work
-
-
-
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Excavation for Structures Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of
shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil.Upto 3 m depth
483
186
89838
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Excavation for Structures Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of
shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil. Above 3 m & up to 6 m depth.
206.5
222
45843
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104.P.C.C. grade M15 Nominal mix (1:2.5:5)
11.26
3719
41875.94
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Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200.For height upto 5 m.R.C.C. grade M 25
102.26
5067
518151.42000000004
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302
12.27
91010
1116692.7
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Providing and fixing steel gate grating and grills made of angles, tees, square bars,flats or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide..
200
96
19200
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.600 mm dia
30
1822
54660
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Construction of tubewell up to 100m depth and above to accomodate housing and assembly pipe in all types of alluvium strata by rotary drilling method with "code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work would be deemed completed only after obtaining sound free water during pumping. 250 mm nominal bore
180
1597
287460
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Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work.200 mm nominal bore of pipe.
100
1728
172800
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Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985.200 mm nominal bore.
80
2031
162480
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Development of tube well as per IS specification using suitable compressor to give and free water for required yield of the gravel packed tube well.
30
600
18000
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Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids Size 3 to 5 mm
21.6
2928
63244.8
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PART- 'D' : Covering of Approaches
-
-
-
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Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required.0.63 mm thick with zinc coating not less than 275 gm/m2
1200
645
774000
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Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.Hot finished seamless type tubes.
60000
109
6540000
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PART- 'E' : Sewer Line
-
-
-
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Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.depth of excavation above 1.5 m and upto 3.0 m
250
293
73425
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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-incharge.In Cement Mortar
93.75
419
39281.25
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Silt clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr.
187.5
348
65343.75
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Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth 5 Km
250
245
61487.5
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size)
50
4340
217000
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Brick masonry work in cement mortar with mechanical mixer with First class bricks (min. 10.5 Mpa) in foundation (at any level) complete as per drawing and technical specification and as per clause 1000 & 1300 of MoRT&H specification including all scaffolding material, labour, machinery but excluding pointing and plastering. In cement mortar 1:4 (1 cement : 4 coarse sand)
15
5530
82950
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick
250
384
96125
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Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:4 (1 cement : 4 fine/ coarse sand)
500
283
141750
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30mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls with cement mortar 1:4 (1 cement : 4 coarse sand) including finishing complete.
250
1409
352250
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
37.5
5360
201000
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Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
450
74
33480
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Providing and laying TMT bar reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery.
1.2
64200
77040
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Providing at site, lowering & laying in trenches, aligning & jointing ofRCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical casting process all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer.Note:E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers.Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable
1000mm internal diameter
250
6770
1692500
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Providing granular bedding having width = outer dia of pipe (Bc) + 500mm, thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.5Bc, with graded hard crusher broken stone of 100% passing through 20mm sheive, 20 to 50 % passing through 10mm sheive and 100 % retain on 6.3mm sheive, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing and or as directed by Engineer. 350 mm internal diameter.
250
263
65875
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Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m.
250
144
36000
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Supplying & fixing 560mm dia SFRC manhole frame & cover as per IS : 12592-2002 in existing manholes including grouting the frame in PCC M-15 complete in all respect as directed by the Engineer. HD 20
15
2685
40275
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Providing and constructing of SEWER-BRICK (As per IS-4885 amended upto date) masonry circular manholes of "Type-A" with internal dia 0.90m and depth upto 1.65m having 230mm thick sewer brick masonry wall in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately. Manhole "Type-A" of depth 0.90 m
5
14250
71250
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Providing and constructing extra depth of manhole "Type-A" for depth beyond 0.90 m and upto 1.65 m with SEWER-BRICK masonary including 20mm plaster inside and outside as per drawing and direction of Engineer.
10
7540
75400
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Providing, laying and compacting design mix plain/ reinforced cement concrete of specified grade in foundation/ leveling course/ pile cap using batching plant, transit mixer and concrete pump and vibrater including cost of form work, complete as per drawing and technical specifications as per clause 1100, 1500,1700,2100 of MoRT&H specification including all material, labour, machinery, and maintenance of diversion. Grade M-20
50
4925
246250
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Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform.
250
403
100875
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Providing and constructing of SEWER-BRICK (As per IS-4885 amended upto date) masonry circular manholes of "Type-B" with internal dia 1.20m and depth upto 2.50m having sewer brick masonry wall 230mm thick upto 1.5m, 345mm thick from 1.50m to 2.50m in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer. Manhole "Type-B" of depth 1.70 m Note:- Excavation of earth work and road cutting for manhole will be measured and paid seperately.
5
28900
144500
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Providing and fixing of reinforced Ferro-Cement drain covers designed for 'AA' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc. Standard Size 1000x800mm (100mm thick) for span 451 to 700mm
25
2770
69250
... More
Providing and fixing of reinforced Ferro-Cement drain covers designed for 'AA' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc.Standard Size 1500x600mm (125mm thick) for span 701 to 1200mm
50
3150
157500
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