Tender For Repair & Maintenance Of Sewer And Storm Water Lines And Allied Items In Various Buildings Under Maintenace Booth Sector-7, Chandigarh (Ch To: 2216 (Non Plan) maintenance And Repair
Tender Overview
Project Description
Tender for Repair & Maintenance Of Sewer And Storm Water Lines And Allied Items In Various Buildings Under Maintenace Booth Sector-7, Chandigarh (Ch To: 2216 (Non Plan) maintenance And Repair
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 21-Jul-2026 | Tender postpone | Date | 24-Jul-2026 |
| 2 | 28-Jul-2026 | Postpone to tender | Date | 31-Jul-2026 |
| 3 | 24-Jul-2026 | Postpone tender | Date | 28-Jul-2026 |
| 4 | 31-Jul-2026 | tender to postpone | Date | 05-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth 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 DSR 2.8 |
| 2 | All kinds of soil. DSR 2.8.1 |
| 3 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m DSR 2.10 |
| 4 | All kinds of soil. DSR 2.10.1 |
| 5 | Pipes, cables etc. not exceeding 80 mm dia. DSR 2.10.1.1 |
| 6 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia DSR 2.10.1.2 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level |
| 8 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) DSR 4.1.3 |
| 9 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) DSR 4.1.8 |
| 10 | Reinforced cement concrete work in beams, suspended floors, roofs havingslope 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) : 3 graded stone aggregate 20 mm nominal size). DSR 5.1.3 |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 12 | Suspended floors, roofs, landings, balconies and access platform DSR 5.9.3 |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 14 | Cold twisted bars DSR 5.22.3 |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in |
| 16 | Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1 |
| 17 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make,in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. DSR 8.31 |
| 18 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. DSR 11.37 |
| 19 | 12 mm cement plaster finished with a floating coat of neat cement of mix :Dsr 13.7 |
| 20 | 1:3 (1 cement: 3 fine sand) Dsr 13.7.1 |
| 21 | Providing fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall DSR 18.10 |
| 22 | 20 mm dia nominal bore DSR 18.10.2 |
| 23 | 25 mm dia nominal bore DSR 18.10.3 |
| 24 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : DSR 18.17 |
| 25 | 20 mm nominal bore DSR 18.17.1A |
| 26 | 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: dsr 19.4 |
| 27 | 100x100 mm size P type dsr 19.4.1 |
| 28 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.4.1.1 |
| 29 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : DSR 19.6 |
| 30 | 300 mm dia. R.C.C. pipe DSR 19.6.4 |
| 31 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after manufacture’s permanent identification mark to be visible even after concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.DSR 19.16 |
| 32 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Dsr 19.19 |
| 33 | M D - 10 Dsr 19.19.2 |
| 34 | Square shape 450 mm internal dimension Dsr 19.19.2.1 |
| 35 | 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 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 coarse 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: DSR 19.30 |
| 36 | Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets :DSR 19.30.3 |
| 37 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.30.3.1 |
| 38 | Providing and fixing precast RCC road gully with frame in 1:2:4 with horizontal and vertical position ( size 21'' X 27'' ) Complete in all respect |
| 39 | Providing and laying of UPVC pipe, IS-4985 marked, Pressure 6 kg/cm2 including cutting, joining, solvent and all necessary fittings complete in all respect except excavation. |
| 40 | 160 mm |
| 41 | 100 mm |
| 42 | 90 mm Please Enable Macros to View BoQ information |
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Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
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