Housing Urban and Rular Development Government Departments Closing in 0 days TDR #51596281

Tender For E.I.U.S. (Capital).Sub Head:Repair Of Jsc (07Pj1535) On Need Basis Including Installation Of Remaining Prefab Cubicles At E-Block, Jj Cluster Shahabad Daulatpur, Block A, E & F (Dairy) (Pid-17392).

Issued by Government Departments · shahabad, Delhi
Tender Value
8.78 Lakhs
Estimated cost
Bid Submission
10 Oct 2025
0 days left
EMD
18000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
shahabad → Delhi
EMD Exemption
Not Available
Quantity
Not Available

Project Description

E.I.U.S. (Capital).Sub head:Repair of JSC (07PJ1535) on need basis including installation of remaining prefab cubicles at E-block, JJ cluster Shahabad Daulatpur, Block A, E & F (Dairy) (PID-17392).; 1 Building work 2 Road work 3 Drain work 4 RMC pavement & drain work 5 Footpath/Central verge i/c kerb stones/ interlocking pavers etc 6 Bridges and culverts 7 Parks 8 Maintenance/Up gradation

BOQ

Name of Work: E.I.U.S. (Capital).Sub head:Repair of JSC (07PJ1535) on need basis including installation of remaining prefab cubicles at E-block, JJ cluster Shahabad Daulatpur, Block A, E & F (Dairy) (PID-17392).
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator)/manualmeans over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth leadupto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
2Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
3Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level :\"1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).
4Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).
5Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
6Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
712 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)
8Neat cement punning
9Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
10kota stone slab flooring over 20 mm (average) thick base laid over andjointed with grey cement slurry mixed with pigment to match the shadeof the slab, including rubbing and polishing complete with base of cementmortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick
11Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter
12Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Bend 87.5° 110 mm bend
13Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
14Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work
15Demolishing cement concrete manually/ by mechanical meansincluding disposal of material within 50 metres lead as per directionof Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent designmix)
16Demolishing 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-in-charge.In cement mortar
17Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
18Disposal of building rubbish / malba / similar unserviceable, dismantledor waste materials by mechanical means, including loading,transporting, unloading to approved municipal dumping ground or asapproved by Engineer-in-charge, beyond 50 m initial lead, for all leadsincluding all lifts involved.
19Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron \"Y\" shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
20Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including allCPVC plain & brass threaded fittings, including fixing the pipe withclamps at 1.00 m spacing. This includes jointing of pipes & fittingswith one step CPVC solvent cement and testing of joints completeas per direction of Engineer in Charge.Internal work - Exposed on wall15 mm nominal outer dia Pipes
21Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including allCPVC plain & brass threaded fittings, including fixing the pipe withclamps at 1.00 m spacing. This includes jointing of pipes & fittingswith one step CPVC solvent cement and testing of joints completeas per direction of Engineer in Charge.Internal work - Exposed on wall20 mm nominal outer dia Pipes
22Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finishedwith floating coat of neat cement and making channels in cementconcrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate20 mm nominal size) finished with a floating coat of neat cementcomplete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
23Constructing brick masonry circular type manhole 0.91 m internaldia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand), inside cement plaster 12 mm thick with cementmortar 1:3 (1 cement : 3 coarse sand) finished with a floating coatof neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarsesand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size) finishedwith a floating coat of neat cement, all complete as per standarddesign :0.91 m deep with SFRC cover and frame (heavy duty, HD20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
24Installation, levelling and fixing of FRP WC/bath cabin in required posiition at site i/c providing and fixing pipes/plasticised hose pipe (90/110 mm dia.) Elbow etc i.c P-trap of FRP WC cabin to the nearest. Disposal point complete as required at site
2524mm thick Washed marble chip plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (payment for provoding grooves shall be made separately).
26Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :15 mm wide and 15 mm deep groove
27Providing and supplying SN8 HDPE pipe 300mm Dia
28Laying and jointing SN8 HDPE pipe 300mm Dia
29Add prevailing cost index @35.22 on DSR 2016 as per CPWD orders.
30Deduct 9.50% on DSR 2016 as per GNCTD orders.

AI Tender Summary

OUR REF NO 51596281
AUTHORITY Government Departments
TENDER VALUE 8.78 Lakhs
LAST DATE 10-10-2025
Authority
Authority Name Delhi Urban Shelter Improvement Board
Work Description E.I.U.S. (Capital).Sub head:Repair of JSC (07PJ1535) on need basis including installation of remaining prefab cubicles at E-block, JJ cluster Shahabad Daulatpur, Block A, E & F (Dairy) (PID-17392).; 1 Building work 2 Road work 3 Drain work 4 RMC pavement & drain work 5 Footpath/Central verge i/c kerb stones/ interlocking pavers etc 6 Bridges and culverts 7 Parks 8 Maintenance/Up gradation
Basic Detail
Tender No NIT No.28/EEC-12/DUSIB/2025-26
Bidding Type Tender
Location
City shahabad
State Delhi
Key Dates
Publish Date 04 Oct 2025
Submission Date 10 Oct 2025
Open Date 10 Oct 2025
Finance
Tender Value 8.78 Lakhs
Tender Fee 500
EMD 18000
Exemption Not Available
Document List
6b8093a3-70d2-4637-b88d-6ca673e5105a.html
BOQ_368428.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 04, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 10, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 10, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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6b8093a3-70d2-4637-b88d-6ca673e5105a.html

xls

BOQ_368428.xls

pdf

Tendernotice_1.pdf

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