Extension of Sew Sch Part of South East Zone at Khanna Town Distt Ldh Punjab under AMRUT 2 Scheme

(A) Provisional Sum : (Capital Cost)

Contingencies on Capital Cost

Shifting of Utilities (Electric Poles,OFC cables and Other Service Utilities)

Provisional Sum (A)

(B) PWSSB Charges and Cess :

Contingencies Charges on work @ 1% ( To be paid on actual limited to maximum @ 1% of Capital cost)

PWSSB ( Admin ) Charges @ 6 % on Capital Cost

Third Party Inspection Charges @ 0.92%

Provisional Sum (B)

Total (A+B) Provisional Sum

Provisional Sum (in Lakhs)

CIVIL WORKS

1.Capital Works ' CSR based Items ( Part -A) - CIVIL

Sub Head No.-I :P/L of Lateral amd Trunk Sewer

Exacavtion mannually in trenches with straight or Open cutting in a built up street / lanes having wall to wall width upto 3 metre for sewers and manholes to full depths as shown in drwaings, including Shoring, dressing to correct sections and dewatering of rain water provision for diversion for traffic, protechtion of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, Pegs, Sightrails, boning rods, ,fixing and maintenance of caution boards,fencing refilling trenches, watering , dressing and restoration of surface to orignal level and removal of surplus spoils from the site of works up to 15 mtrs, for all works other than connections to complete in all respect.

For UPVC pipes SN8

Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, 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 etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches,watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects.

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.

Providing, lowering in trenches to correct gradient andallignments, jointingwithtytone rubber joint and cuttingof RCCS/S pipes havinginsideHDPE. liningISImarekdasper ISI code IS:458-2003 into trenches for all depths and layingout 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 rigidmanner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed.Thepipesshall rest on thebeds at all joints through their lengths and to ensurethis, testingthepipesfor leakageand making good the same leakage and all defects to the entire satisfaction of the Engineer incharge including all cartage etc. copmplete in all respects.

Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Providing & fixing steel Box timbering on faces of trenches if required measuring each surface of trench where shuttering is done up to 4m depth.

Making connection of newly laid sewer in walls of existing manhole of fully charge sewer including cost of pluging sewer, desilting, removal of sullage water and making good of khudda

Sub Head No.-II :Construction of Manholes

Aor (PWSSB)

Inside size 90 x 150 cm

Aor (PWSSB)

Inside size 90 x 150 cm For 315 mm o/d Sewer

Aor (PWSSB)

Inside size 120 x 180 cm For 400 mm i/d Sewer

Sub Head No.-III :House Service Connections

Exacavtion mannually in trenches with straight or Open cutting in a built up street / lanes having wall to wall width upto 3 metre for sewers and manholes to full depths as shown in drwaings, including Shoring, dressing to correct sections and dewatering of rain water provision for diversion for traffic, protechtion of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, Pegs, Sightrails, boning rods, ,fixing and maintenance of caution boards,fencing refilling trenches, watering , dressing and restoration of surface to orignal level and removal of surplus spoils from the site of works up to 15 mtrs, for all works other than connections to complete in all respect.

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.

Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work.

Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design.

Sub Head No.-IV :Road Works

(a) Dismantling of Road

Flexible pavements :

Concrete :

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.

Capital Works 'CSR based Civil Items ( In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023

Total Capital Works Amount after adding 5.35% ( In Rs)