Housing Urban and Rular Development Government Departments Closing in 0 days TDR #58363259

Tender For Improvement Of Central Verge With Reinforced Cement Concrete Crash Barrier At Sadbhawana Marg (Road No.111),Sahkarita Marg (Road No.113) & Chilla Road Delhi-91 Under Sub-Division East Road-Iii, Of Pwd Division East Road, Pwd Delhi During 2

Issued by Government Departments · Delhi, Delhi
Tender Value
3.12 Crore
Estimated cost
Bid Submission
10 Nov 2026
0 days left
EMD
6.25 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Improvement Of Central Verge With Reinforced Cement Concrete Crash Barrier At Sadbhawana Marg (Road No.111),Sahkarita Marg (Road No.113) & Chilla Road Delhi-91 Under Sub-Division East Road-Iii, Of Pwd Division East Road, Pwd Delhi During 2026-27. (Sh:- Civil And Electrical Works)

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 06-Nov-2026 Amendment in NIT Technical Bid 10-Nov-2026

BOQ

Name of Work:- Improvement of Central Verge with RCC Crash Barrier at Sadbhawana Marg (Road No.111),Sahkarita Marg (Road No.113) & Chilla Road Delhi-91 under Sub-Division East Road-III, of PWD Division East Road, PWD Delhi during 2026-27. (SH:- Civil and Electrical works)
Sl. No. Item Description
1Civil work
2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
3All kinds of soil.
4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
51:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
6Centering and shuttering including strutting, propping etc. and removal of form for
7Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
8Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cementAll works upto plinth level :
9Concrete of M25 grade with minimum cement content of 330 kg /cum
10Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
11Thermo-Mechanically Treated bars of grade Fe-500D or more.
12Providing 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.
13110 mm diameter
14Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
15Two or more coats on new work
16Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
17Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
18Two or more coats on new work
19Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
20Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
21Modified Estimated Cost due to correction in GST Rate @ 0.973 =(Estimated cost based on DSR 2023 items *0.973) = (-) (23290701*0.027= 628849)
22Add @ 4.03% for Cost Index on DSR-2023
23Providing and Fixing of Flexible Median Markers which shall be made of combination of tough, high impact resistant molded thermoplastic body along with florescent yellow color retro-reflective type XI sheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Type XI Florescent Yellow sheeting as per IRC 67 2012 and ASTM D4956-11. The flexible median marker shall have overall height of minimum 180 mm, body thickness of minimum 2mm and shank depth of minimum 30mm. The retro-reflective sheeting shall be on both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The edge of sheeting should not come out easily by putting nails, sharp objects etc. The logo of the manufacturer shall be embossed on either side of the body. The plastics used for the molding the flexible median marker shall have a minimum notched Izod Impact strength value of 4.11J/cm (@thickness 3.17mm) at room temperature, tested in accordance with ASTM D256. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally. The product should bend up to 90 degree on both sides without breakage or damage. The product shall be provided with 3 year outdoor weathering report as per ASTM & IRC Standards & 10 year warranty confirmation as per IRC 67:2012 standards for the reflective sheeting used in product. The product shall have accredition with IRC.
24Credit for old/damaged dismantled kerb stone received from site as per direction of Engineer-in-charge (Dismantled kerb stone will be property of the contractor).
25Credit for old/damaged dismantled Grill received from site as per direction of Engineer-in-charge (Dismantled grill will be property of the contractor).
26Electrical Work
27Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/submain wiring/ cable as required.
28Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
29Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with G.I. nut, bolt, spring, washer etc. as required.
30Supplying and making indoor end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
314 x 16 sq.mm (28 mm)
324 x 25 sq.mm (28 mm)
33Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required.
34a) 63 mm dia (OD-63 mm & ID-51 mm nominal)
35LED Street light fixture, powder coated pressure die cast aluminium body (System lumen efficacy >135 lm/Watt).Supplying of Street light LED fixture, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: 140-270 Volt AC, freq 50/60 hz, Operating temp range -5 deg to 50 deg centigrade, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2 , P. F.≥0.95, IP-66,IK-10, CRI >70 , under voltage and over voltage protection,EMI-EMC as per CISPR-15, lenses for beam angle as per IESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time (LED,Driver & electrical circuitary) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM21-11 report , CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin) , SDCM(Standard Deviation Color Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C).
36150 watt
37Add @ 1% Cost Index
38Providing, boring and laying HDPE pipes (ISI Marked) of 120 mm dia (OD-120 mm & ID-103 mm nominal) by trench less technology with no dig method by making bore hole in horizontal direction across the road at suitable depth with mouling equipment without disturbing existing cable/pipe network of other services i/c excavation of pits of required size, laying of pipe, refilling of pit & making good the same etc. complete as per direction of Engineer-In-Charge.
39Providing and laying in position M-20 (1:2:4) reinforced cement concrete foundation of size 600 mm (L) x 600 mm (W) and 1600 mm (D) i/c excavation of earth, providing cutting, bending and placing in position, reinforcement TMT bars of 12 mm dia -1700 mm long (approx)-8 nos. and reinforcement ring of cold twisted bar of 8 mm dia - 2600 mm (approx) - 10 nos. (with 150 mm spacing) as required along with providing 1 m length 63 mm O.D. DWC HPDE pipe for cable entry and exit and positioning and fixing of 4 Nos. 20mm diameter x 750mm long MS anchor bolts with nuts & washers including suitable sized anchor plates etc complete as reqd.
40Fabrication, Supply and erection of flange mounted hot dip Galvanized Octagonal Poles of 10 mtrs. height made from 3 mm thick sheet, Foundation bolts 4x24, having bottom dia of 175 mm. & top dia of 70 mm. with base plate of size 275mm x 275mm x 16 mm thick complete with connection window having flash cover with round sleeve at an aprox. height of 2 mtrs from the base for cable termination etc. on the existing cement concrete pedestal as required i/c supplying and fixing of the following accesories in connection window for cable termination etc as requires.: -a) 6 mm thick laminated / backalite sheet of suitable size- 1 Nob) 63 Amp 4 Way termination block- 1 No.c) 6 Amp 10 KA, SPMCB,'C' Characteristics Curve - 2 nos
41Designing, Fabrication, Supplying & Fixing of Galvanized street light pole bracket (single/double/tripple over hang) complete with pole cap, reducer, nut bolts etc. as per approved design by Engineer-in-charge on the existing street light pole of 10m / 12m height etc. complete as reqd.
42Fabrication, supply & erection of flange mounted decorative type mild steel Pole of 8 mtr. height made of corrosion & UV ray resistant coated mild Steel having nominal bottom dia of 140 mm, mid dia 114 mm & top dia of 89 mm with base plate of size 250 mm x250 mm x 15 mm thick complete with pole window at suitable height from the base having window cover arrangement etc. on existing cement concrete pedestal as required including supplying and fixing of following accessories for cable termination etc as requires.: -a) 6 mm thick laminated / backalite sheet of suitable size- 1 Nob) 63 Amp 4 Way termination block- 1 No.c) 6 Amp 10 KA, SPMCB,'C' Characteristics Curve - 2 Nos
43Fabrication, Designing, Supplying & Fixing of decorative type mild steel double arm street light pole bracket with tightening bolt etc. as per design of brackets of decorative pole where the street light pole bracket to be fixed or as per approved by Engineer-In-Charge
44Supplying and laying of one number PVC insulated and PVC sheated/XLPE aluminium conductor armoured power cable of 1.1 KV grade of following size in existing HDPE pipe etc complete as reqd
45a) 4 x 16 sq.mm
46b) 4 x 25 sq.mm
47Supplying and drawing following sizes of PVC insulated copper conductor multicore cable in the existing poles and bracket from cable termination connector to the fitting i/c providing suitable copper lugs connections etc. as reqd i/c dismentling of old damaged cable & credit for old dismentled cable as and where basis etc as required.
483 core x 1.5 sq. mm
49Supplying, Installation, testing & commissioning of outdoor type front openable double door cubical Feeder Pillar of suitable size & depth duly fabricated with 2 mm thick CRCA sheet steel with heavy duty locking arrangement, dust & varmin proof duly powder coated in approved shade complete with 4 strip aluminium bus bar of 200 Amp. capacity of high conductivity with DMC/ SMC bus bar supports, two nos. earth studs, MV danger notice plate, power & control wiring, connection, interconnections etc. and fixing the same on MS angle iron frame of suitable size duly fabriceted with 50mm. x 50mm. x 6mm. (NS) having 4 nos 90 cm long legs out of which 45 cm duly grouted in cement concrete 1:2:4 (1 cement : 2 sand : 4 stone aggregate 20mm) complete with following switchgears & accessories therein etc complete as required . INCOMER:i) 125 Amp, 25KA . 415 Volts TP MCCB -1 No. ii) RYB LED phase indication lamps with protection MCB's- 1 Setiii) 95 Amp. TP Power contactor AC-3 rating with NO NC aux contacts- 1 No.v) 24 Hr. digital Timer with Auto/Manual switch- 1 No. OUTGOINGS: i) 63Amps 415 Volts FP 30ma / 100ma RCCB/ELCB- 4 Nos
50Credit for old dismantled material i/c dismantling from installed position, making good the damages on as it is where it is basis etc complete as required .
5110 / 12 Mtr heigh G.I. Street light Pole with accessories but without fitting
52Street Light Feeder Pillar assorted
53HPSV / LED Street light fittings assorted Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58363259
AUTHORITY Government Departments
TENDER VALUE 3.12 Crore
LAST DATE 10-11-2026
Authority
Authority Name Public Works Department
Work Description Tender for Improvement Of Central Verge With Reinforced Cement Concrete Crash Barrier At Sadbhawana Marg (Road No.111),Sahkarita Marg (Road No.113) & Chilla Road Delhi-91 Under Sub-Division East Road-Iii, Of Pwd Division East Road, Pwd Delhi During 2026-27. (Sh:- Civil And Electrical Works)
Basic Detail
Tender No 09/SE/EAST/CIRCLE/PWD/2026-27
Bidding Type Tender
Location
City Delhi
State Delhi
Key Dates
Publish Date 06 Nov 2026
Submission Date 10 Nov 2026
Open Date 01 Jan 0001
Finance
Tender Value 3.12 Crore
Tender Fee Ref. Documents
EMD 6.25 Lakhs
Exemption Not Available
Document List
73286de3-23ef-4ee6-bf3d-3321e3873fc3.html
BOQ_401656.xls
Tendernotice_1.pdf

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Tender Timeline

Nov 06, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 10, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Today
Nov 10, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Today

Tender Documents

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html

73286de3-23ef-4ee6-bf3d-3321e3873fc3.html

xls

BOQ_401656.xls

pdf

Tendernotice_1.pdf

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