Chandigarh Administration Tender

The Chandigarh Administration has issued a formal invitation for competitive bids for Replacement Of Sewerage Line For Canteen Of Haryana Civil Secretariat G. Floor Of Block-6 In Punjab And Haryana Secretariat Sector-1, Chandigarh. in Chandigarh, with an estimated contract value of Rs. 2,03,435. The bid opening date for this tender is 23-05-2025 and the last date for bid submission is 05-06-2025. Interested bidders for Chandigarh Administration tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Chandigarh Administration Tender

Works

Civil And Construction

Drainage Work

Pipe Line Project

Eprocure

Chandigarh, Chandigarh

Opening Date23 May 2025

Closing Date5 Jun 2025

Tender Amount₹ 2,03,435

Email

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Costs

EMD
₹ 4,069
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Replacement Of Sewerage Line For Canteen Of Haryana Civil Secretariat G. Floor Of Block-6 In Punjab And Haryana Secretariat Sector-1, Chandigarh.

Description

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Contact

Tender Id
2025_CHD_86359_1
Bid Award Id
View
Tender No
PH8/2025/2122809/71
Tender Authority
Chandigarh Administration View
Purchaser Address
-
Website
http://http://chandigarh.gov.in/

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Documents

Tender Notice-12.9 MBTendernotice_1.pdf

Replacement of sewerage line for canteen of Haryana Civil Secretariat G. Floor of Block-6 in Punjab and Haryana Secretariat Sector-1, Chandigarh.

BOQ-1319.5 kBBOQ_105934.xls

Financial Bid

Document-2663.6 kB203P.pdf

Document-144.3 kBTender_Detail_2025...Tender_Detail_2025_CHD_86359_1.html

Report Missing Document

BOQ Items

DO_NOT_SHOW

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View all details for FREE

All kinds of soil 2.10.1

Quantity-

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Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia2.10.1.2

Quantity36.28

Rate342

Amount -

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1

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1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)4.1.3

Quantity0.43

Rate7665

Amount -

1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)4.1.10

Quantity1.13

Rate6342

Amount -

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 five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).5.3

Quantity0.33

Rate11194

Amount -

Centering and shuttering including strutting, propping etc. and removal of form for5.9

Quantity-

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Suspended floors, roofs, landings, balconies and access platform5.9.3

Quantity2

Rate902

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22

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Thermo-Mechanically Treated bars of grade Fe-500D or more.5.22.6

Quantity29.7

Rate104

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1

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Cement mortar 1:4 (1 cement : 4 coarse sand)6.1.1

Quantity3.5

Rate7171

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12 mm cement plaster finished with a floating coat of neat cement of mix :13.7

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1:3 (1 cement: 3 fine sand)13.7.1

Quantity14.47

Rate427

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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish 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.16.83

Quantity53

Rate128

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Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). 16.84

Quantity53

Rate392

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Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :19.1

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200 mm diameter19.1.3

Quantity38.56

Rate944

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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :19.2

Quantity-

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200 mm diameter S.W. pipe19.2.3

Quantity36.27

Rate1338

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Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:19.4

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100x100 mm size P type19.4.1

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With common burnt clay F.P.S. (non modular) bricks of class designation 7.519.4.1.1

Quantity1

Rate2634

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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality19.19

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H D - 2019.19.3

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Circular shape 560 mm internal diameter19.19.3.1

Quantity1

Rate1630

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Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :19.21

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For pipes 250 to 300 mm diameter19.21.2

Quantity1

Rate897

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Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:19.3

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Inside dimensions 455x610 mm and 45 cm deep for single pipe line :19.30.1

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With common burnt clay F.P.S. (non modular) bricks of class designation 7.519.30.1.1

Quantity3

Rate6750

Amount -

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