Road Transport and Highways Government Departments Closing in 8 days TDR #56884554

Tender For Construction Of Temporary Bus Station At Railway Ground Near Sun Beam School Lahartara At Vraranasi. (Civil Work)

Issued by Government Departments · Lucknow, Uttar Pradesh
Tender Value
59.44 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
8 days left
EMD
1.20 Lakhs
Bank guarantee accepted
Document Fee
3540
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Lucknow → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of Temporary Bus Station At Railway Ground Near Sun Beam School Lahartara At Vraranasi. (Civil Work)

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 13-Aug-2026 Document correction corrigendum Technical Bid 31-Aug-2026

BOQ

Name of Work:- Construction of Temporary bus station at railway ground near sun beam school Lahartara At Vraranasi. (Civil Work)
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m.DSR 2.8.1
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:5:10 (1 cement : 5 fine sand derived from natural sources :10 graded stone aggregate 40 mm nominal size derived from natural sources) 4.1.11
3Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1
4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal sizederived from natural sources) c DSR 4.1.3
5Providing and laying in position specified grade of reinfoce cement concrete excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 cement : 1.5fine sand derived from natural sources :3 graded stone aggregate 200 mm nominal size derived from natural sources)(DSR 2023 4.1.2)
6Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. (DSR 5.9.1)
7Brick work with common burnt clay F.P.S.(Non modular) bricks of class designation 100 in super structure above plinth level in1:4 cement and coarse sand mortar i/c supply of all materials, labour,T&Petc.complete (DSR 6.4.1
8Half Brick masonary with common burnt clay F.P.S.(Non modular) bricks of class designation 100 in super structure above plinth level in1:4 cement and coarse sand mortar i/c supply of all materials,labour,T&P etc.complete.DSR 6.13.2
9Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paid separately), including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 fine sand ) complete : Red sand stone slab 40 to 50 mm thick DSR ,12.23.1.1
10P/F angle Tee iron frames for door, windows and ventilators of M.S.angle sections of size 35x35x5 mm , joints mitred and welded by angle iron 35x35x5mm or 35x5mm flat pieces to the existingTee iron frame or to the wall with dash fastener, i/c fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per direction of Engineer in Charge (DSR 2023,
1112mm Thick plaster with 1:4 cement and coarse sand mortar over brick work minimum thickness not to be less than 1cm.i/c supply of all materials,labour and T&P etc required for proper completion of the work.(DSR, 13.4.1)
12Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.(DSR 2.27)
13S/F of 30mm thick flush door shutter commercial quality i/c fixing of wooden cleats & stoppers and i/c fixing and adjustment of hinges,bolts,handles etc.with necessary screws etc. single leaf complete.(DSR 9.21.2)
14Approximate cost of I.S.I. marked oxidized iron fittings with screws for doors and windows etc. Excluding hinges complete.
15R.C.C.work in beams,suspended floors, roofs having slope up to 15\\"\\", landing, balconies, shelves,chajjas, lintels, bends, plain window sill, staircases and spiral staircases above plinth level up to floor five level i/c the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 cement coarse sand and 2cm gauge stone grit i/c supply of all materials,labour and T&P cmplete.
16Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Mild steel and medium tensile steel bars. (DSR 5.22.1 & 5.22A.1)
17S/F of 580mm white glazed Orrisa pattern W.C. pan with 10 lts.PVC flushing cistern and i/c p or S trap complete in all respects. .(DSR 17.1.1)
18S/F of white glazed European type W.C. pan with 10 lts.PVC flushing cistern and i/c p or S trap complete in all respects.(DSR 17.2.1)
19Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in charge. .(DSR 2023, 17.16)
20Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry
21Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank (DSR 18.48)
22Providing and fixing 15mm Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work 18.7.1
2321 S/F of 15mm dia PTMT bib cock of approved quality complete.DSR 18.54
24S/F of 110mm dia. P.V.C. pipe 6.o kg/cm2 i/c bends,tee ,socket etc and pasting solution complete.
25Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer complete.(DSR 2023, 13.41.1)
26Painting two coats with weather proof Apex paint on new suface over a primming coat i/c supply of all materials,labour and T&P etc. required for proper completion of the work.(DSR, 13.48)
27Painting or varnishing work in small areas on new wood or iron work with one coat of readymixed priming paint and two coats of approved superior quality ready mixed paint or varnish i/c supply of all materials,labour and T&P etc.required for the proper completion of the work..(DSR 13.62.1)
28Providing and applying white cement based putty of average thickness 1mm , of approved brand and manufacturer, over the plastered wall surface to prepare even and smooth complete.(DSR 13.80)
29Providing and fixing 25mm nominal dia Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work
3028 P/F 25mm dia G.I. union socket of approved quality complete. DSR 18.46.3
31Providing & fixing25mm gate vale (brass)of approved quality (screwed end) 25 mm nominal bore. DSR 18.17.1
32P/F factory made ISI marked steel glazed doors , windows and ventilators and excluding cost of glass panes but i/c cost of all materials, its fabrication, nuts and bolts , holdfasts, labour and T&P etc. Required for proper completion of the work and also i/c cost of handles, stays etc. all complete as per direction of Engineer in Charge (DSR 2023,,10.11.1)
33Fixing door chaukhats( wood/Metal) in existing opening i/c embedding chaukhats in floors or walls cutting masonary for holdfasts, embedding holdfasts in cement concrete blocks of size 15x10x10 cm with cement concrete in 1:3:6 (1cement, 3 coarse sand and 6 graded stone grit 20mm size , all complete as per direction of E/I complete(DSR 14.2.1)
34Fixing window chaukhats( wood/Metal) in existing opening i/c embedding chaukhats in floors or walls cutting masonary for holdfasts, embedding holdfasts in cement concrete blocks of size 15x10x10 cm with cement concrete in 1:3:6 (1cement, 3 coarse sand and 6 graded stone grit 20mm size , all complete as per direction of E/I complete(DSR 14.2.2)
35P/F steel work welded in built up sections/ framed work in gratings,guard bar, ladder and stircase railing of approved quality and drawing i/c supply of all materials, labour & T&P etc. complete as per direction of Engineer in Charge.
36S/F of 4mm thick glass panes in doors,windows and ventilators etc. with putty and brads completei/c supply of all materials,labour and T&P etc.complete.(DSR 2023,,14.5.1)
3752 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture of cement slurry, but excluding the cost of nosing of steps etc. complete DSR 11.4
38Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap DSR 2023, 17.7.2
39Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm DSR 17.32
40Making connection with PVC water storage tank with G.I. inlet and outlet i/c supply of tank nipple etc required complete in all respects.
41Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 coarsesand:10 20 mm nominal aggrigate and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.33.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 common bricks.
42M.S. iron work in tubular work such as trusses,built up gates etc i/c cutting,welding & rivetting as required for proper completion of work.(DSR 2023, 10.16.3)
43Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minin and should be supplied in single length upto 12 metre or as desired by Engineer in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, 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 wherever required.
44Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers (DSR 2023, 5.9.5)
45Providing flat brick paving with class 100 bricks joints filled with local sand complete in all respects.
46Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
47Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. / PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls where eve5 required quatting plate with 5 litre P.V.C. automatic flushing cistern.DSR 2023 , 17.6.1
48Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) DSR 2023, 13.47.1
49P/F of 15mm dia CPVC union of approved Quality complete.
50Providing & fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 20 mm nominal bore( DSR 18.17.1A)
51Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources). DSR 4.10
52Providing & fixing of CPVC stop cock of approved quality (screwed end) 20 mm nominal bore.
53S/F of chequered precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles i/c rubbing and cleaning etc. complete, on 20mm thick bed of 1:4 cement mortar complete.(DSR 11.19.1)
54Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work up to plinth level 1:5:10 (1 cement: 5 approved coarse sand : 10 graded brick aggregate 40 mmnominal size) DSR 4.1.10
55Transpotation and hire charges for boring of hand pump required T&P bit pipe, housing pippe, tripod etc to site of work and errection in position and dismantling same after proper completion of the work supply alll materials, labour T&P complete.
56Boring charges for 110 -125mm dia pipe by hand or machine in all type streta except hard rock,complete asper direction of engineer in charge.
57Supply of 110 mm Dia P.V.C. casing pipe for boring Prince ,Supreme , Kisan& jain or other approved make 6 kg/cm2 with P.V.C. socket Jointed properly supply all materials labour and t&P complete.
58same as item no-3 but 110 mm Dia P.V.C. slottd pipe approved make with P.V.C. socket Jointed properly supply all materials labour and T&P complete.
59Supply & fixing of nylon jali arround the slotted pipe as required complete. .
60Lowering of 110mm dia rigid PVC pipe in bore hole arround including cutting jointing etc complete.
61Supply filling of coarse sand Arround the bore well as per direction of Engineer in charge complete. DSR 23.7
62Supply lowering of 32mm diaG I Pipe B class in 3.05M length with including required socket complete including supply all materials , labour T &P required for proper completion of the work.
63Supply & fixing of India mark-II hand pump machine o with MS connecting rod12 mm dia in 3.00 M length acessories handle, chain, cylinder reducer etc supply all materials , labour T & P required for proper copletion of the work.
64Deovlopment of bore by manual labours till discharge obtaind free from turbity complete.
65Supply and fixing of 110 mm OD PVC well plug of heavy quality complete.
6612 mm cement plaster finished with afloating coat of neat cement of mix (1cement:4coarse sand) DSR 13.7.1
67Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C.pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete19.35.2 600 mm dia RCC pipes. metre 3
68providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.19.6.2
69Boring/drilling bore well of 200mm dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per directionof Engineer -in-charge, upto 90 metre depth below ground.
70Supplying, filling, spreading & leveling pea gravels of size range 5 mm to10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. DSR 23.6
71Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, asper direction of Engineer -in-charge.23.3.2
72supply lowering of125mm dia strainer PVC pipe(6kg/cm²) supply all materials, labour T&P complete.
73Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removableas per requirement, all complete for borewell of:(23.13.2 ) 150mm dia
74Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS: 2800 (part I), including necessarybolts & nuts of required size complete.(23.14.2) 150mm dia pipe
75Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).(23.15.2) 150 mm dia
76Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fullydeveloped, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc.,all as per requirement and direction of Engineer-in-charge. DSR 23.12
77providing and fixing of submersible pump of approved make with suitable capacity motor of 200 liter per minute discharge and 50 meter head including automatic electrical control panel incorporating ammeter, voltmeter , single phase prenventor, dry suction cut off, startor and HRC type switch fuse unit etc, complete in all respect for proper completion of the work. (Pump make : Pluga or Equlivelent 1.50 H.P).
78Providing 4 Sqmm 3 core PVC insulated submersible cable from pump panel to submersible pump.ES 211 C
79Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work18.7.6 50 mm nominal outer dia Pipes
80Fixing , testing and commissioning for erection and lowering of submersible pump, 50 mm dia PVC column pipe, 3 core submersible copper cable upto the control panel, supporting clamps, cable clips, pressure gauge, connection line and all other accessories required for the proper completion of the work.
81Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints completeas per direction of Engineer in Charge.18.7.4 32 mm nominal dia Pipes m
82Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) Reducing socket 50x32mm dia complete.
83Transport of boring tools other required equipmetns and installation at site and dismantling & removal after completion off the work
8420 mm Thick cement plaster in dado laid with 1:3 cement and coarse sand mortar laid in panels and finished with 3mm thick floating coat of neat cement and i/c supply of all materials,labour and T&P etc.required for proper completion of the work.(DSR 2023, 13.9.2)
85Supply andlaying of brick ballst 15 cm thick 40 mm guage as filter material as required for proper completion of the work. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56884554
AUTHORITY Government Departments
TENDER VALUE 59.44 Lakhs
LAST DATE 31-08-2026
Authority
Authority Name Uttar Pradesh State Road Transport Corporation
Work Description Tender for Construction Of Temporary Bus Station At Railway Ground Near Sun Beam School Lahartara At Vraranasi. (Civil Work)
Basic Detail
Tender No 666/B/DA/E/TENDER/2026
Bidding Type Tender
Location
City Lucknow
State Uttar Pradesh
Key Dates
Publish Date 13 Aug 2026
Submission Date 31 Aug 2026
Open Date 01 Jan 0001
Finance
Tender Value 59.44 Lakhs
Tender Fee 3540
EMD 1.20 Lakhs
Exemption Not Available
Document List
82c4eac6-c839-419d-ab9f-e564ad2a6497.html
BOQ_2204727.xls
Tendernotice_1 (30).pdf
Tendernotice_2 (3).pdf

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Tender Timeline

Aug 13, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 31, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 8 days
Aug 31, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days

Tender Documents

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BOQ_2204727.xls

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Tendernotice_1 (30).pdf

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Tendernotice_2 (3).pdf

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