Providing and laying sewerline RCC NP3 pipe near lahori gate Gandhi nagar in MC Patiala Est Cost Rs. 23.43 lacs dt 17/18.12.2025

Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement, 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.

Dismanteling concrete Lime concrete, cement concrete of 1:6:12 or leaner mix

Excavation of trenches in a streets, lanes or in open area for storm sewers and manholes to full depths as shown in drawing, excluding shoring, timbering of poling board frame system type, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines, night signals, profiles, pegs, sight rails, boning rods, crossing over trenches for access to the houses, watching, fencing etc fixing and mainenance of cauting boards, refilling trenches, watering of refill in 15 cm layers, ramming and restoration of surface to original conditions and removal of surplus spoil from the site of works, for all works other than connections to ventilating shafts upto a lead of 15 mtr For depth npt exceeding 2 m below ground level All classes of soil except rocky

Providing, lowering in trenches to correct gradient and alignments, jointing with tytone rubber joint and cutting of RCC S/S pipes having inside HDPE. Lining ISI marked as per ISI code:458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc, cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. the pipes shall rest on the beds at all joints through their lengths and to ensure this, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the engineer incharge including all cartage etc complete in all respects RCC pipe with inside HDPE lining class NP 3 600mm i/d pipe with inside HDPE lining

400mm i/d pipe with inside HDPE lining

Constructing brick masonry manhole in cement mortar 1:5 (1 cement :5 coarse sand) RCC top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement:4 coarse sand:8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand: 4graded stone aggregate 20mm nominal size) finished with a floating coat of near cement, orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects. inside size 90x150 cm and 120 cm deep

Inside size 120x180 cm and 120 cm deep

Extra payable for every 0.30 m additional depth of manhole chamber in item 29.55 upto 1.80m increase in depth inside size 90x150 cm

Inside size 120x180 cm

Extra payable for every 0.30 m additional depth of manhole chamber in item 29.55 beyond 1.80m upto 3.60 m beyong addditional depth inside size 90x150 cm

Inside size 120x180 cm

Providing and fixing timbeing on face of trenches if required for sewers and manholes for item 29.4 and 29.5 irrespective of the depth, measuring each timbered surfaces of trench on which timbering is done

Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. 200mm o/d pipe

Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.49)complete and to the requirement of the Single Road Gully chamber Size 610mm x 457mm x 800mm

Dismantling of flexible pavements Dismanteling of flexible pavements thickness abopve 50mm by mechanical means and disposal of dismantled materials upto a lead of 1000 meters, stacking serviceable and serviceable materials separately as per technical clause 202 of MORT&H specifications

Cement Concrete 1:8:16 with stoneaggragate 40mm gauge mixing by manual means

Cement Concrete 1:2:4 with stone ballast or shingle mixing by manual means

Stone (building or pitching) sand, earth, fly ash, bajri, shingle, spalls, brick bats, brick ballast and stone metal

Earth, Surkhi, Sand, Earth, Fly ash, Bajri, Ballast, Stone boulders, kankar and building rubbish, Earth