Tender For Construction Of Limited Height Sub-Way With Approaches In Lieu Of Lc-94 On Bhatinda - Suratgarh Section At Ir Km. 141/6-7 (Span: 2 X 4.0 X 3.6M Precast Reinforced Cement Concrete Box).
Tender Value
7.38 Crore
Estimated cost
Bid Submission
21 Jul 2026
16 days left
EMD
14.77 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ganganagar → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Limited Height Sub-Way With Approaches In Lieu Of Lc-94 On Bhatinda - Suratgarh Section At Ir Km. 141/6-7 (Span: 2 X 4.0 X 3.6M Precast Reinforced Cement Concrete Box).
BOQ
| Sl. No. | Item Description |
| 1 | (Part-A) Construction of RUB Boxes with splayed wing wall (Railway portion) |
| 2 | 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.Depth upto 3 metre |
| 3 | Depth above 3 metre & upto 6 metre |
| 4 | Fillling in foundation trenches as per drawing and MoRTH specification Clause 304.3.7 |
| 5 | 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. |
| 6 | Casting ,supplying and transporting upto Bridge site within 50m, pre cast RCC box, base slabs, blast retainer, bed block, etc. of reinforced concrete slabs in M-35 design mix etc.as per approved drawings & design with contractor's own materials such as sand water, 6mm to 20mm well graded machine crushed stone aggregate,admixures etc.including machine mixing of all gradients,placing ,mechanical vibrating curing etc.and providing erecting and dismentaling of staging, centering,shuttering, form work,and providing AC/PVC pipes of approved sizes for weep holes/ drain pipes at spacing as decided by the Engineer -in-charge and handlingwith all lead, lift, depth ascent, doscent, octory, royalty and other texes, etc. including crossing of track, Nallaha, streams or any other obstruction, etc. complete as per instruction of Engineer-in-charge. Note : (i): Payment of steel used will be made seperately under relevant BSR item. (ii) the rates of items includes cost of mix design also.(iii)the rate of item includes the cost of cement also. |
| 7 | Structural Cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.C including formwork |
| 8 | Structural Cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.C including formwork |
| 9 | Supplying, fitting, and placing TMT bar reinforcement (Primary Steel) in Foundation, Substructure and superstructure at any level complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302 |
| 10 | Construction of un-reinforced , plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully Automatic Computerised Batching Plant compatible with Printer and Pen Drive and transported tAo site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 with all required equipments (Dowel Bars and Tie Bars will bepaid seprately). |
| 11 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification including all material, labour, machinery as per clause 710.1.4 of IRC:78 and clause 2200 of MoRT&H specification. |
| 12 | Placement of precast reinforced cement concrete segmental box with the help of road crane at desired location carefully by lifting and pecking method during traffic and power block o with all contactor's labour, tools , material, cranes, machinery, preparation of surface as desired by Engineer including filling of joints by epoxy mortar, and laying of required sand including all material and labour tools, plants machinary, etc. with all lead and lift. |
| 13 | Dismantling of existing BG under relevant track including 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 via rail, sleeper, fittings and fastenings in systematic manner as per direction as per Engineer in charge all lead, lift ascent, descent, crossing of track or any other obstruction as a complete job Nothing shall be paid extra on any account. |
| 14 | Lifting of track(BG) eighth by raising of track in stage of 50 mm including one round packing to make the track fit for 20 kmph speed as per IRPWM manual (for calculation = 6 lifts.) |
| 15 | Packing of stones ballast from exacting track . Screening loading up to 40 m and tracking at nominated area by making plot eighth all lead including contractors own tools, labour 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. |
| 16 | Laying and linking of MG/BG track in curve/straight over bridges complete job. |
| 17 | Providing 2nd and 3rd packing (2nos) including proper surfacing, aligning, squaring of sleepers etc. Complete job.2nd packing including picking up of stacks |
| 18 | 3rd packing including picking up of stacks |
| 19 | Supply of graded broken hard stone aggregates free from Katcha stuff, deleterious and oreganic matter, as per IRC/MoRTH Specifications, including stacking as per the Standard Specifications with an average lead of 20 Kms. |
| 20 | Supplying, filling and stitching of empty cement bags either of plastic or jute with earth available at site, of weight not less than 40 Kg., including excavation etc. complete. |
| 21 | 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 |
| 22 | 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. 1.00 mm thick with zinc coating not less than 275 gm/m2 |
| 23 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. |
| 24 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. Providing and fixing 20mm thick compressible fibre board in expansion joint complete. |
| 25 | (Part-B) Construction of RUB approaches with Covering and drainage arrangements |
| 26 | 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.Depth upto 3 metre |
| 27 | Depth above 3 metre & upto 6 metre |
| 28 | Depth above 6 metre |
| 29 | Fillling in foundation trenches as per drawing and MoRTH specification Clause 304.3.7 |
| 30 | 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. |
| 31 | Structural Cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.C including formwork |
| 32 | Supplying, fitting, and placing TMT bar reinforcement (Primary Steel) in Foundation, Substructure and superstructure at any level complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302 |
| 33 | Construction of un-reinforced , plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully Automatic Computerised Batching Plant compatible with Printer and Pen Drive and transported tAo site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 with all required equipments (Dowel Bars and Tie Bars will bepaid seprately). |
| 34 | Providing corrugated G.S. sheet roofing including vertical /curved surface fixed with polymer coated J or L hooks, boltsand nuts 8 mm diameter with bitumen and G.I. limpetwashers or with G.I. limpet washers filled with white leadand including a coat of approved steel primer and two coatsof approved paint on overlapping of sheets complete (uptoany pitch in horizontal/ vertical or curved surfaces)excluding the cost of purlins, rafters and trusses andincluding cutting to size and shape whenever required. 1.00 mm thick with zinc coating not less than 275 gm/m2 |
| 35 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. |
| 36 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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. |
| 37 | Construction of Man hole, in all types of soil, inner size 1.5 x 1.2 M, with 230mm thick brick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20mm thick inside plaster in CM 1:6, finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring making channels, 80 mm thick stone slab covering with 40 mm thick M-15 grade C.C. flooring, Cement concrete cover with frame of 450mm dia, earthwork etc. complete including disposal of surplus earth within 50 mtr. lead as per design Depth up to 1.5 M |
| 38 | Construction of tubewell up to 100m depth and above toaccomodate housing and assembly pipe in all types of alluvium strata by rotay 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. 200 mm nominal bore |
| 39 | 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 |
| 40 | Supply of strainer pipes made of ERW M.S. black pipe ISImark of following sizes at the site of work including requiredsize of slotting as per IS:8110-1985. 200 mm Nominal bore of pipe |
| 41 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification including all material, labour, machinery as per clause 710.1.4 of IRC:78 and clause 2200 of MoRT&H specification. |
| 42 | S & F tube well cover of M.S.sheet (6mm thick) with nuts and bolts complete for casing size: 200mm dia. |
| 43 | P & F 60 cm. wide M.S. ladder in open well made of flat iron 32×5mm and 10mm dia bars @ 200mm c/c with angle iron hold fasts at suitable interval complete as per drawing. |
| 44 | Development of tube well as per IS specification using suitable compressor to give sand free water for required yield of the gravel packed tube well. |
| 45 | 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 |
| 46 | supplying fabrication & erection of all steel member as per IS 800-1984 & other relevant IS code for shelter/height gauge comprising of welded trusses purlin, bracing. Post, girder, column,ladder, barring plate, gusset plate etc. on raising level platform & sheds including cost of providing bolts, nuts, washer & welding where required with lead, lift, ascent/decent as per approved make & as per RDSO design including priming coat of red oxide of approved engineer in charge and painting of two coat with synthetic/aluminum paint as a complete job including all taxes, lead, lift, ascent/decent, crossing of track as a complete job. |
| 47 | Note - GST shall be paid extra as applicable @18% on above BOQ rates based on latest BSR without GST as per FD order dated 23.03.26 and CE PWD Rajasthan Jaipur Order No 21589477 Dated 15.04.26 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysJul 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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