Housing Urban and Rular Development Local Bodies Closing in 1 days TDR #57633679

Tender For Construction Work Of Main Gate At Rajnagar Extension Point Of Outer Ring Road.

Issued by Local Bodies · Ghaziabad, Uttar Pradesh
Tender Value
1.24 Crore
Estimated cost
Bid Submission
28 Oct 2026
1 days left
EMD
2.48 Lakhs
Bank guarantee accepted
Document Fee
7198
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Work Of Main Gate At Rajnagar Extension Point Of Outer Ring Road.

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 21-Oct-2026 DueDateandOpeningDate Extended Date 28-Oct-2026

BOQ

Name of Work:- Construction work of main Gate at Rajnagar Extension point of Outer ring road.
Sl. No. Item Description
1Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead For thickness of tiles above 25 mm and up to 40 mm. (DSR 15.23.2/2023
2Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (DSR 15.3/2023)
3Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the all kind of soil. (DSR 2023/2.6.1)
4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (DSR 4.1.8 /2023)
5Providing 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 cement All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum (DSR 5.33.1.2 /2023)
6Providing and placing in position precast reinforced cement concrete waffle units, square or rectangular, as per design and shape for floors and roofs in 1:1½:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 10 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%), including flush or deep ruled pointing at joints in Cement mortar 1:2 (1 Cement : 2 Fine sand), making necessary holes of required sizes for carrying through service lines etc., providing steel hooks for lifting etc, form work in precasting, handling, hoisting, centering and erection complete for all floor levels but, excluding the cost of reinforcement. (DSR 5.36A /2023)
7Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. (DSR 5.38 /2023)
8Add for using extra cement in the items of design mix over and above the specified cement content therein. (DSR 5.35 /2023)
9Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. DSR -2023
10Centering and ShutteringCentering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1 (2023)
11Columns, Pillars, Piers, Abutments, Posts and Struts DSR 5.9.6/2023)
12Lintels, beams, plinth beams, girders, bressumers and cantilevers DSR 5.9.5/2023
13Suspended floors, roofs, landings, balconies and access platform DSR 5.9.3/2023
14Brick 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 6.1.1/2023)
15Brick 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 1:4 (1 cement : 4 coarse sand) (DSR 6.4.1 /2023)
1612 mm cement plaster of mix ::4 (1 cement: 4 coarse sand) cement & four parts of coarse sand of 2.75 F.M.) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, T&P etc. required for proper completion of the work (DSR 13.4.1 /2023)
17Stone work ashlar punched (ordinary) in superstructure upto floor five level in cement mortar 1:6 (1 white cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. White sand stone (DSR 7.15.1.2/2023)
18Red sand stone - Exposed face machine cut and table rubbed with rough backing. : 70 mm thick (DSR 8.14.2.1 /2023)
19Extra for stone work for wall lining on exterior walls of height more than 10 m from ground level for every additional height of 3 m or part there of. (DSR 8.19/2023)
20Providing 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. ( DSR 13.80/22023)
21Finishing walls with acrylic smooth exterior paint of required shade New work (Two or more coat [email protected] ltr/10sqm over and including base coat of water proofing cement paint applied @2.20 kg/ 10 Sqm) ( DSR 13.111.1/2023)
22Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.12.2 /2023
23Earth work in fng with 4 km cortage and loding and unloding, cost of earth and cost of cartage all complate (165.70) SOR- 2025
24Extra for brick work / AAC block masonry / Tile brick masonry in superstructure above floor V level, for each four floors or part thereof by mechanical means. DSR 6.5/2023
25Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) DSR 5.11.1/2023
26Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom ofpile cap) : 400 mm dia piles . DSR 20.3.2: /2023
27Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacity Initial test (Test Load 2.5 times the Safecapacity) DSR 20.6.1.1/2023
28Routine test (Test Load 1.5 times the Safe capacity) DSR 20.6.1.2/2023
29ACP claddingDesigning, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing. The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approvedshop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. DSR 8.32/2023
30Providing and placing 'Stay in Place PVC Wall formwork' made up of extruded Unplasticised Poly Vinyl Chloride (uPVC) consisting of Main panel, 3 way Connector, Starter Channel, Joint Panel, Connection Panels, Door/Window frame/trim panels etc. all complete as per manufacturer design and for all heights as per direction of Engineer-in-charge. (Note: Suitable for in fill walls with appropriate Structural system). 125 mm wide Stay in Place PVC Wallform made of minimum 2.50 mm thick sections and minimum weight 21.97 kg /sqm of formwork. 26.96.1
31165 mm wide Stay in Place PVC Wallform made of minimum 2.50 mm thick sections and minimum weight 21.97 kg /sqm of formwork. 26.96.2
32Steel 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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR 10.25.2/2023)
33Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and imilar works, including applying priming coat of approved steel primer. M.S. tube (DSR No. 10.26.1 /2023)
34Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution (DSR 13.53.1/2023)
35Deduction of Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).(DSR 13.50.4/2023)
36Supply & Fixing of flowral & ornate cast iron bollard and ornamental chain as per design casted dise grinded & pin grinded for smooth surface finish with proepr removeal of casting, suitably spray preminered dried and then base surfacer caosted & subsequently spray painted with premium quality high glass enamel paint of colour approved by enginner-in-charge. Including cast of fastner. etc. (GDA Approved Item)
37Chequerred precast cement concrete tiles 22 mm thick in footpath &courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white cement 50% Grey cement. (DSR 11.20.2/2023)
38Electrification and lighting work Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade in Existing RCC / Hume / Metal / PVC Pipe as directed by the Engineer-Incharge, complete in all respect. Incuding excavation and refilling .The armouring of the cable shall be properly connected with the earth conductor by clamps etc. a 35 sq. mm 3-1/2 core. UPPWD SOR 2018 / 501 (k)
3925 sq. mm 3-1/2 core UPPWD SOR 2018 / 501 (j)
4010 sq. mm 2 core UPPWD SOR 2018 / 501 (b)
416 sq. mm 2 core UPPWD SOR 2018 / 501 (a)
42Supplying and making 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. 35 sq. mm 3-1/2 core DSR 2025/ 11.1.21
4325 sq. mm 3-1/2 core DSR 2025/ 11.1.20
4416 sq. mm 4 core DSR 2025/ 11.1.33
4510 sq. mm 2 core DSR 2025/ 11.1.2
466 sq. mm 2 core DSR 2025/ 11.1.2
47Supplying 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.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. (a) 63 mm dia (OD-63 mm & ID-51 mm nominal) DSR 2025/ 15.15.1
48120 mm dia (OD-120 mm & ID-103 mm nominal) DSR 2025/ 15.15.3
49Supplying, Installation, Testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required. 3 output(1output per phase) and suitable for three phase supply DSR 2025/7.4.3
50Supply & fixing of 9 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect.( 30229 x 0.8475= 25619.08) PWD SOR /2018/645
51Supply and fixing of LED Street light Filting with mandatory driver set, having die cast aluminium body with toughend glass UV stabilized PC Cover and lenses suitable for 45 Watt. to 50 Watt, Confirming to IP 66, and TK07 and above protection having Company LOGO Engraved complete in all respect including |Labour. 5400-6000 system lumens, High Power LED with lenses, 120 Lm/W, PF>0.95, THD <10% at full load, CRI >70, Potled driver Set in Metal housing (NotCircuitory), Phase to Phase protection at 440V, >300V over voltage auto cut and restart feature. 4 KV inlermal Srge Protection, with 5 years warrantee CAT-AAA ( 5055 x 0.8475=4284.11) PWD SOR /2018 /1421
52Supply and fixing of LED Street light Filting with mandatory driver set, having die cast aluminium body with toughend glass UV stabilized PC Cover and lenses suitable for 45 Watt. to 50 Watt, Confirming to IP 66, and TK07 and above protection having Company LOGO Engraved complete in all respect including |Labour. 5400-6000 system lumens, High Power LED with lenses, 120 Lm/W, PF>0.95, THD <10% at full load, CRI >70, Potled driver Set in Metal housing (NotCircuitory), Phase to Phase protection at 440V, >300V over voltage auto cut and restart feature. 4 KV inlermal Srge Protection, with 5 years warrantee CAT-AAA ( 5055 x 0.8475=4284.11) PWD SOR /2018 /1421
53Supply and fixing of LED Street light Filting with mandatory driver set, having die cast aluminium body with toughend glass UV stabilized PC Cover and lenses suitable for 110 Watt. to 130 Watt, Confirming to IP 66, and TK07 and above protection having Company LOGO Engraved complete in all respect including |Labour. 5400-6000 system lumens, High Power LED with lenses, 120 Lm/W, PF>0.95, THD <10% at full load, CRI >70, Potled driver Set in Metal housing (NotCircuitory), Phase to Phase protection at 440V, >300V over voltage auto cut and restart feature. 4 KV inlermal Srge Protection, with 5 years warrantee CAT-AAA ( 12189 x 0.8475= 10330.18) PWD SOR /2018/1424
54Supply and fixing of decorative 8 to l6 Watt LED bollard luminairel with Base Plate made of powder coated die cast aluminium and extruded Al. housing with UV Stablized PC diffuser, SMD LEDS, Electronic driver set, confirming to IP 65/66 and IK 07 and above prolection, 600- 800mm height, complete in all respect. 960-1920 system lunens, with fully covered diffuser type, >120 Lm/W, PF>0.95, THD <10% at ful load, CRI >80, >300V over voltuge protection, 4 KV internal Surge Protection,with 5 years wariantee.CAT-AAA ( 7701 x 0.8475=6526.59.) PWD SOR /2018/1442
55Supply and fixing of decorative 40 Watt to 45 Watt, LED Post top indirect light luminaire having Pressure die cast aluminium body and UV Stabilized PC Clear/ frosted glass cover, with driver set confiming to IP 66 and IK 08 protection, Potted driver (Not circuitory) complete in all respect. |4800-5400 sy stem lumens, >120 Lm/W, PF>0.95, THD <10% at full load, CRI >70, >300V Over Voltage Protection and aulo restart feature , 4 KV internal Surge Protection,with 5 years wariantee. CAT-AAA ( 9809 x 0.8475= 8313.13.) PWD SOR /2018/1443
56Supply and fixing of 3 Watt to 6 Watt LED Spot/Spike light luminaire Confirming to IP 66 Protection complete in all respect. PWD SOR /2018/1441(A)
57Supply and fixing of IP 20, Front Lit, Mid Power SMD type LED Light, recess Surface mounting round 18 Watt to 20 Watt, Cut out Min 150 mm, Height Min 40 mm,, LED Down Lighter having Powder coated die cast aluminium housing with heat sink, High purity / transmisivity UV Stabilized Non yellowish diffuser/ Reflector for uniform light distribution, detachable driver set, suitable for 24 Hr Continuous Operation, Complete in All respect. 2160-2400 systen lumens, >l20 Lm/W, PF>0.95, THD <10% at full load, CRI >80, ,>300V over voltage prolection, 2.5 KV internal Surge Proteclion, with 5 years warranlee. CAT-AAA PWD SOR /2018/1403
58Supplying, Installation, Testing and Commissioning of underwater Luminaries surface mounted RGB LED spot light 6 x 3W with IP 68 protection, SS/ aluminum dia casting body with power coated paint, soft rubber gasket along with 2 years free replacement guaranty etc. complete as required.. DSR 2025/20.22
59Supplying, Installation, Testing and Commissioning of fixing of Power Supply/SMPS for suitable to run LED Lights, Body-Metal input Power-220 V AC/ Output Power-12 V DC etc. complete as required. DSR 2025/20.27
60Supplying & fixing PVC insulated PVC sheathed copper conductor submersible flat cable ISI Marked in existing metal/ HDPE / PVC/ pipe/ in bore well/ in sump including fixing the cable to GI/HDPE pipe with suitable cable tags of following sizes etc. complete as required. 3 Core 1.5 Sq mm Flat Cable DSR 2025/20.28.1
61Supplying Installation, Testing and Commissioning of LED RGB/RGBWW/ RGBNW/ RGBA/RGBW suitable for exterior use having IP68 rating (as per site requirement). Flexible light strip of 5 mtr standard length with 12-15 Watt per meter. Luminaire shall be capable of producing dynamic colour changing light for with 16 million colours by DMX/Ethernet based control. Minimum System lumens 450 lumens/meter and System Lumen Efficacy > 30lm/w. Luminaire light beam spread - 100-110°, The Strip should have IP 68 protection and is offered IP 68 rated connectors to join the LED Strips in continuity. The luminaire must be offered with Aluminium channel for mounting the strip lights. The product should be complete with all accessories and Driver. Lifetime of complete luminaire (LED, Driver, Electrical & control circuitry) shall be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS (IS 10322) with dully R Number marked. Luminaire shall be complete with replaceable driver and capable of operating at line voltage without any separate power supply from 24 V DC, Fixture shall be suitable to operate at an ambient temperature range of -10°C to +50°C. The successful bidder shall submit the following certifications/reports for approval before supply of materials: product data sheets, LM79. report from NABL accredited lab, illuminance diagram, polar curve & LM80 report issued by LED manufacturer & RoHS Compliance along with CE certificate. 100W (DSR 2025/5.16)
62Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 Meter long etc. with charcoal/ coke and salt as required. DSR 2025/5.4
63Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. DSR 2025/5.10
64Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. Group A (DSR 2025/1.10)
65Wiring for light/ power plug with 2X4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No. 4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable for loop earthing as required. DSR 2025/1.12
66Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) DSR 2025/ 2.3 6 way , Double door 2.3.1
678 way , Double door 2.3.2 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57633679
AUTHORITY Local Bodies
TENDER VALUE 1.24 Crore
LAST DATE 28-10-2026
Authority
Authority Name Ghaziabad Development Authority
Work Description Tender for Construction Work Of Main Gate At Rajnagar Extension Point Of Outer Ring Road.
Basic Detail
Tender No 690/4/PA-T/2026-27 Dt. 18.09.2026 (S.No.-01)
Bidding Type Tender
Location
City Ghaziabad
State Uttar Pradesh
Key Dates
Publish Date 21 Oct 2026
Submission Date 28 Oct 2026
Open Date 30 Oct 2026
Finance
Tender Value 1.24 Crore
Tender Fee 7198
EMD 2.48 Lakhs
Exemption Not Available
Document List
690_1.pdf
6a25fc99-1609-4417-a0f6-96441a8b9bd2.html
BOQ_2239146.xls
Tendernotice_1 (76).pdf

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Tender Timeline

Oct 21, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 28, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 1 day
Oct 28, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day
Oct 30, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 3 days

Tender Documents

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pdf

690_1.pdf

html

6a25fc99-1609-4417-a0f6-96441a8b9bd2.html

xls

BOQ_2239146.xls

pdf

Tendernotice_1 (76).pdf

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