Housing Urban and Rular Development Local Bodies Closing in 26 days TDR #56604191

Tender For Construction And Beautification Crossing (Gol Chakkar) In Pocket C Madhuban Bapudham Scheme.

Issued by Local Bodies · Ghaziabad, Uttar Pradesh
Tender Value
4.48 Crore
Estimated cost
Bid Submission
18 Aug 2026
26 days left
EMD
8.97 Lakhs
Bank guarantee accepted
Document Fee
13098
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 And Beautification Crossing (Gol Chakkar) In Pocket C Madhuban Bapudham Scheme.

BOQ

Name of Work:- Construction and beautification Crossing (Gol Chakkar) in Pocket C Madhuban bapudham Scheme.
Sl. No. Item Description
1Earthwork in excavation by mechanical mens (Hydraulic excavator)/ manual means over areas(exceeding 30cm in depth, 1.5m width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by engineer-in-charge). All kinds of Soil DSR2023/2.6.1 (Rates factored as per govt gudlines)
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level:1:4:8 derived from natural sources : 8 graded stone aggregate 40mm nominal size derived from natural sources) DSR-2023/4.1.8 (Rates factored as per govt gudlines)
3Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).DSR 2023/ 16.69(Rates factored as per govt gudlines
4Providing, laying and making kerb channel 30 cm wide and 50 mmthick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.DSR 2023/16.63(Rates factored as per govt gudlines)
5Finishing wall with weather coat by premium acrylic exterior paint applied @ 3.28 ltr/10 sqm(Asian or berger brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @2.20 kg/10 sqm after thoroughly brushing the surface free from mortar droppping and other foreign matters and sand papered smooth including supplying of all materials, labour, tools and plants etc. required for proper completion of the work. DSR -2023/13.46.1 (Rates factored as per govt gudlines)
6Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. DSR 2023/ 16.92 (Rates factored as per govt gudlines)
7Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in charge and accordance with applicable specifications.DSR 2023/ 16.62 (Rates factored as per govt gudlines)
8Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. DSR 2023/ 16.50 (Rates factored as per govt gudlines)
9Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size (Recycled Concrete Aggregate (RCA)), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing DSR 2023/ 4.9A (Rates factored as per govt gudlines)
10Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :DSR 2023/11.55.1 (Rates factored as per govt gudlines)
11Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone 30 MM thick DSR 2023/ 8.14 (Rates factored as per govt gudlines)
12Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401(Grade-01) Morth-401(B)
13Providing laying spreading and compecting graded stone aggregate to wet mix macadam specification including premixing the material with at OMC in machenical mix plant carriage of mix material by tipper to site laying in uniform layers of each 100mm thick with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Morth-406(B)
14Providing 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. Concrete of M25 grade with minimum cement content of 330 kg /cum D.S.R.-2023/5.33.2.1 (Rates factored as per govt gudlines)
15Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. MS AND Medium tensile steel bars DSR -2023/5.22.1 (Rates factored as per govt gudlines)
16Centering and shuttering including strutting, propping etc. and removal of form for Walls any thickness including attched pilsters, butteresses, plinth and string courses DSR 2023/ 5.9.2 (Rates factored as per govt gudlines)
17roviding, carving, supplying and delivering approved quality hand-crafted solid natural stone statue of Lord Shiva, having an overall height of 4'-0\\" (approximately 1.20 m), made from a single block of premium-grade stone (such as Makrana Marble, Sandstone, Granite or other approved stone as specified), including detailed artistic carving, surface finishing, polishing as required, dressing, engraving of intricate features, necessary reinforcement and rcc structure for base and pedestal, loading, transportation, unloading, handling, stacking at site, and all incidental charges complete in all respects, as per the approved design, drawing and directions of the Engineer-in-Charge. The rate shall include all labour, materials, tools & plants, taxes, royalties, wastage, insurance, and any other incidental expenses required for complete supply of the statue. MR
18Applying stamping finish to the top surface of freshly laid plain/reinforced cemant cor specified grade in perticos, sidewalka, drivewayt, pool decks and open yards as per direction of the following concrete shall be placed streeded to the finished Engineer-in-Charge. The process shall include grade, and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/som shall be applled evenly to the surface of the fresh concrete by the dry shake method try sprinkling in two or more shakes, floated after each shake and trowelled only after the final Boating The approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the sant release agent be applied to the flexible polyurethane stamp moulds of approved design required sizes to achieve final stamped pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the repeated for the remaining concrete surface til the whole surface to be stamped is completed within the time while concrete is in plastic stage of setting. After stamping, the curing shall be 0.167 litre/sqm.on finished surface. or manufactures specifications. After initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener a requirement. The surface shall be sealed try applying acrylic based sealer construction joints shall be provided by groove cutting of size 4 mm x 20 mm in panel size 3m x lesser as per the site conditions and filling the same with 10 baker rod and providing and laying (PU) Polyurethane based joint sealer of approved per manufacturer's specifications and finished by applying Polyurethane resin based top protective t of minimum 80 micron applied with rollers on property cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately.)
19Providing and applying tack coat t with with 80/100 80/1 (VG10) bitumen using emulsion pressure distributor at the rate of 0.30 kg.som on the prepared bitumeneous/granular surface cleaned with mechanical broom including supply of all materials, tabour T&P etc. required for proper completion of the work as per clause 503 of MORT&H specification and as per dierction of the Engineer in charge (A.R.) 2022
20Providing and applying tack coat with 80/100 (VG10) bitumen using emulsion pressure distributor at the rate of 1.00 kg per sqm the prepared granular surface cleaned with mechanical broom including supply of all materials, labour T&P etc. required for proper completion of the work as per clause 503 of MORT&H specification and as per dierction of the Engineer in charge (A.R.) (morth &H/UPPWD Schedule 2022 Item
21Providing and laying 50mm th. compacted bitumenous mecadam on prepared surface with 100-120 tonnes per hour batch type Hot mix plant producing average output of 75 MT per hour using crushed agregated of specified grading 19mmNominal Size), premixed with 80/100 (VG10) bitumenous binder @ 3.30% by weight of total mix transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to required grade, level and alignment, rolling with smooth wheeled vibratory (8-10 tonnes) roller Initial brake down rolling, finish rolling by smooth wheeled tondom roller (8-10 tonnes) to achieve the desired compaction, including supply of all materials, labour T&P etc required for proper completion of the work as per clause 504 of MORT & H specification sand as per direction of the Engineer in charge (A.R.) (morth &H/UPPWD Schedule 2022 Item No-
22Providing and laying bitumenous concrete with 100-120 tonnes per Thour batch type Hot mix plant producing an average output of 75 MT per hour using crushed agregated of specified grading-il premixed with 60/70 (VG30) bitumenous binder 5.00% by weight of total mix and filler @2% by weight of total mix, transporting the hot mix material to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory (8-10) tonnes) roller for Initial brake down rolling, finish rolling by smooth wheeled tondom roller (8-10 tonnes) to achieve the desired compaction, including supply of all materials, labour T&P etc. required for proper completion of the work as per clause 509 Grade-il (13 mm nominal size) of MORT & H specifications and as per direction of the Engineer in charge. (morth &H/UPPWD Schedule 2022 Item No-9)
23Trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing & specifications. (DSR-2.1/2023)
24Supplying and stacking of good earth at site including royalty but including carriage 1km (earth measusred in stacks will be reduced by 20% for payment).(DSR-2.2)
25Supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment)(DSR-2.4.3)
26Mixing earth and manure in specified proportion or as directed. (DSR-2.9)
27Rough dressing the trenched ground including breaking the clods. (DSR-2.5)
28Fine dressing the ground (DSR-2.7)
29Spreading of mixed good earth and manure in specified proportions as above and in required thickness.(DSR-2.8)
30Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. (DSR-2.6)
31Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge (DSR-2.34)
32Providing and stacking of Mimusops elengi (Maulsri) of height 180-195 cm., well developed with thick stem in big in big size HDPE bag as per direction of the officer-in-charge (DSR-7.59)
33Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge.(DSR-7.75)
34Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge(DSR-7.5)
35Providing and stacking of Foxtail palm of ht. 120-150 cm bottom girth 15- 20 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. (DSR-7.42)
36Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge(DSR-6.12)
37Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. (DSR-9.4)
38Providing and stacking of Allamanda cathartica of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.(DSR-9.1)
39Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect. Control panel as discribed above (for every 16pole) (SOR-807C)
40Providing,supplying and fixing of 36 watt LED street light of approved model LI-8404, consisting of perforrated MS pole of 140mm dia and 3.8m clear height. Cast aluminium fixture, cap and arm,GRP Top reflector, ss crews, toughened glass, silicon rubber gasket, corrosion and UV ray resistant coating all complete. (MR)
41Supplying & laying of following 1100 volt grade XLPE insulated PVC sheathed aluminium conductor armoured cables as per specification in existing trenches, cable trays, ducts, over bed of sand, clamped to wall with suitable clamps including, saddles fixing bolts, connecting testing and commissioning. 4 C x 25 sq.mm(MR)
42Same as Above But 4 C x 10 sq. mm. (MR)
43Cable end termination of the following XLPE insulated PVC sheathed aluminium/copper conductor armoured cables of 1100 volt grade including supplying and fixing of bimettalic crimping lugs, double compression glands with earthing. Aluminium 4 C x 25 sq. mm (MR)
44Same as Above But 4 C x 10 sq. mm (MR)
45Earthing with G.I. earth pipe 4.5 metre 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.
46Providing and fixing 8 SWG dia G.l. wire on surface or in recess for loop earthing etc. as required. (MR)
47Supplying and drawing following sizes of PVC insulated PVC sheathed copper conductor unarmoured 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. (MR)
48External Lighting Feeder Pillar as above Supply, Receiving, fixing, testing & commissioning of EXTERNAL LIGHTING PANEL as described above (MR)
492 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire(in minimum 20mm) power loop point (DSR/2022-1.7.2)
504 X 10 sq. mm +2 X 6 sq. mm (in minimum 25mm)(DSR-1.7.10)
51Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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)-4 way double door (DSR-2.5.1)
52Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required-Single Pole (DSR-2.10.1)
53Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.-25MM (MR)
54Supplying, fixing and commiossioning of Lycus 9W (MR)
55Supplying, fixing and commiossioning of Up Down Light CLIO 25W (MR)
56Supplying, fixing and commiossioning of M15 Female Supply Cable 1M 2Pin (MR)
57Supplying, fixing and commiossioning of CS JUNCTION BOX 3 WAY (MR)
58Supplying, fixing and commiossioning of Bollard light.Make-Lustre, VYK (MR) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56604191
AUTHORITY Local Bodies
TENDER VALUE 4.48 Crore
LAST DATE 18-08-2026
Authority
Authority Name Ghaziabad Development Authority
Work Description Tender for Construction And Beautification Crossing (Gol Chakkar) In Pocket C Madhuban Bapudham Scheme.
Basic Detail
Tender No 682/4/PA-T/2026-27 Dt. 20.07.2026 (S.no-4)
Bidding Type Tender
Location
City Ghaziabad
State Uttar Pradesh
Key Dates
Publish Date 22 Jul 2026
Submission Date 18 Aug 2026
Open Date 20 Aug 2026
Finance
Tender Value 4.48 Crore
Tender Fee 13098
EMD 8.97 Lakhs
Exemption Not Available
Document List
682_4.pdf
BOQ_2199565.xls
f846eb97-d924-47da-a255-b6d5cf4323fd.html
Tendernotice_1.pdf

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Tender Timeline

Jul 22, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 18, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 26 days
Aug 20, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 28 days

Tender Documents

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pdf

682_4.pdf

xls

BOQ_2199565.xls

html

f846eb97-d924-47da-a255-b6d5cf4323fd.html

pdf

Tendernotice_1.pdf

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