Public Administrative Department Government Departments Closing in 5 days TDR #56276278

Tender For Construction Of Foundation Of Mahrana Partap Chownnk In Mc Barara

Issued by Government Departments · Ambala, Haryana
Tender Value
20.52 Lakhs
Estimated cost
Bid Submission
09 Jul 2026
5 days left
EMD
41056
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Foundation Of Mahrana Partap Chownnk In Mc Barara

BOQ

Name of Work:- Construction of foundation of Mahrana Partap Chownnk in MC Barara
Sl. No. Item Description
1Charge for Construction of pad for Fixing of Alphatbet letters at site
2CLIO Envirmental friendly , new generation , energy saving ,decorative up down luminaire with wall surface mounting using COB LED light source :- Cliowls 15w LED 830 PSYMTOTG HSN Code 9405 HAVELLS
3CYLINDRO PRO SURFACE /PENDENT:_ Surface / pendent doenlight with white powder coted poplycarbonate Housing and pressure die cast heat sink having high efficency Cylindropropendlp 15w LED S45DBLK HSN code 9405 Havells
4stainless steel alphabet letter 304 grade
5Providing and fixing of MICASO FRP Gazzibo as per specifications given as under:- 1. MICASO should be made high quality fibre glass. 2. Whole MICASO should be reinforced with mild steel structure with high grade steel structure. 3. Whole MICASO should be painted with high quality exterior grade P.U. non fadable paints in sandstone finish. 4. Size of MICASO should be 14`L x 14`W x 12`H and look completely as in picture attached. 5. Roof should be exactly as per image
6[10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate]
7[13.41]Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories and stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). [Through Rate]
8[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate]
9[23.22.3.3]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 3.3. Supply and erection of sheet steel enclosures 1pole/2 pole/4 pole on wall/on existing pedestal complete as required. TPN enclosure suitable for TP , TPN or FP MCB [Through Rate]
10[23.22.5.1]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.1. Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Single Pole [Through Rate]
11[23.3.3.1]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 3.1. Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe, without separate control switch Group A [Through Rate]
12[23.8.10.4]FITTING AND ACCESSORIES 10.4. Providing and fixing GI concealed sheet metal boxes with inner and outer face plate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material required for the job complete in all respects. 6 Modules [Through Rate]
13[23.8.10.6]FITTING AND ACCESSORIES 10.6. Providing and fixing GI concealed sheet metal boxes with inner and outer face plate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material required for the job complete in all respects. 12 Modules [Through Rate]
14[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate]
15[5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) [Through Rate]
16[6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate]
17[6.15.1]Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]
18[6.16]Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate]
19[6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [Through Rate]
20[6.33.1]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 1. Mild steel and Medium Tensile steel bars [Through Rate]
21[7.23.2]Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor four level in cement mortar 1:6 (1 cement : 6 coarse sand) : 2. With Modular bricks [Through Rate]
22[8.26.2.2]Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 2.2. Granite of any colour and shade Area of slab over 0.50 sqm [Through Rate] Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56276278
AUTHORITY Government Departments
TENDER VALUE 20.52 Lakhs
LAST DATE 09-07-2026
Authority
Authority Name Local Self Government Department
Work Description Tender for Construction Of Foundation Of Mahrana Partap Chownnk In Mc Barara
Basic Detail
Tender No 2026809BDCCE 85F6 460D 94B9 151592B83A06379ULB
Bidding Type Tender
Location
City Ambala
State Haryana
Key Dates
Publish Date 03 Jul 2026
Submission Date 09 Jul 2026
Open Date 09 Jul 2026
Finance
Tender Value 20.52 Lakhs
Tender Fee 1180
EMD 41056
Exemption Available
Document List
1B7B25Z171070.pdf
5dc6cb4b-8e68-4ef9-859d-03c8453e7d9b.html
BOQ_612348.xls
OT0171070.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 03, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 09, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 5 days
Jul 09, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 5 days

Tender Documents

Download All (ZIP) ↓
pdf

1B7B25Z171070.pdf

html

5dc6cb4b-8e68-4ef9-859d-03c8453e7d9b.html

xls

BOQ_612348.xls

pdf

OT0171070.pdf

pdf

Tendernotice_1.pdf

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