Balance work for Special repairs to sewage line of Offrs Md Accn and Provn of boundary wall from MAP Ph-II to TCP-1 and near Bldg No. P-02 under AGE B/R (M) at Faridkot Mil Stn

Amount

Demolition of brick work or stone boulder masonary, built in cement mortar including all quoins, arches, pillars etc in any position and stacking them and disposing off the unserviceable material and rubbish but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified and directed by Engineer in Charge.

Demolition of cement concrete (unreinforced) as in manhole foundation and bedding of sewer lines etc below ground level and disposal off rubbish to a distance exceeding 1 Km and 1.5 Km and not exceeding 1.5 Km complete all as specified and directed by Engineer in Charge.

Demolition and breaking up drain pipe (Salt glazed stoneware, AC or Reinforced concrete) 150 mm dia set in cement mortar including demolition of haunching concrete complete all as specified & directed by Engineer in Charge.

Demolition and breaking up drain pipe (AC or Reinforced concrete) 200 mm dia set in cement mortar including demolition of haunching concrete complete all as specified & directed by Engineer in Charge.

Demolition and breaking up drain pipe (AC or Reinforced concrete) 300 mm dia set in cement mortar including demolition of haunching concrete complete all as specified & directed by Engineer in Charge.

Excavation in trenches not exc. 1.5 meter wide and not exc. 1.5 meter in depth in foul condition for foundation etc and getting out in soft/loose soil complete all as specified and directed by Engineer in Charge. Note : Necessary dewatering of water shall be included in the unit rate of item

All as per item No 06 here-in-before but exc.1.5 m and not exc. 3 m in depth complete all as specified and directed by Engineer in Charge.

Returning, filling in including spreading leveling watering and well ramming in layers not exc 25cm in soft /loose soil complete all as specified and directed by Engineer in Charge.

Removing excavated material or surplus soil not exc 50 meter and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed by Engineer in Charge.

M & L for salt glazed stoneware drain pipe 150 mm dia grade 'A' laid in trenches making joints and testing complete all as specified and directed by Engineer in Charge.

S&F Reinforced concrete pipes class NP-2 laid, jointed and tested complete with collar of size 150mm (internal dia) all as specified and directed by Engineer in Charge.

M & L for reinforced concrete pipes class NP-2 laid and jointed complete with collar of size 200mm (internal dia) all as specified and directed by Engineer in Charge.

S&F Reinforced concrete pipes class NP-2 laid, jointed and tested complete with collar of size 300mm (internal dia) complete all as specified and directed by Engineer in Charge.

M&L for Concrete bed to drain pipes using PCC 1:3:6 type C-2 40mm graded stone aggregate including packing under haunching against the sides of pipe after laid & tested for 150mm bore of pipes complete all as specified and direced by Engineer in Charge.

M&L for Concrete bed to drain pipes using PCC 1:3:6 type C-2 40mm graded stone aggregate including packing under haunching against the sides of pipe after laid & tested for 200mm bore of pipes complete all as specified and direced by Engineer in Charge.

M&L for Concrete bed to drain pipes using PCC 1:3:6 type C-2 using 40mm graded stone aggregate including forming cradles for 300mm dia of pipes complete all as specified and directed by Engineer in Charge.

M&L extra for forming forming fair fineshed drain or channel exceeding 15cm in width or girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc complete all as specified and directed by Engineer in Charge.

M&L for cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation, filling /mass concrete finished even and fair without using extra cement complete all as specified and directed by Engineer-in-Charge.

M & L for brick work with fly ash brick, old size, straight or covered or plan exc 6m mean radius built in CM 1:4 complete all as specified and directed by Engineer in Charge.

All as per item No 19 here-in-before but except bricks complete all as specified and directed by Engineer in Charge

M&L PCC 1:2:4 type B-1 using 20mm graded crushed stone aggregates as in benching for manholes, bands, coping, bed plates including slightly rounded or chamfered angles including necessary formwork complete all as specified and directed by Engineer in Charge

M&L rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished even & smooth without using extra cement including Water proofing compound (for both internal & external finish) complete all as specified and directed by Engineer in Charge. Note : WPC shall be measured and paid separately.

Supply only Liquid water proofing compound complete all as specified and directed by Engineer in Charge.

De-sludging / cleaning by removing semi solid sludge from the sump well/ septic tank of any capacity of any depth of sewage pump installation/septic tank manually or machanically in foul condition including all necessary T & P required for removal of sludge and solid contents to any place outside defence land at a distance exceeding 1.5Km but not exceeding 5 Km all as specified and directed by Engineer in Charge.

S & F Factory made SFRC (Steel fiber Reinforcement Concrete ) Manhole cover (without frame) medium duty 900mmx450mm x70mm thickness including 2mm thick flat iron frame all round complete all as specified and directed by Engineer in Charge.

S & F Factory made SFRC (Steel fiber Reinforcement Concrete ) Manhole cover (without frame) medium duty 600mmx600mm x70mm thickness including 2mm thick flat iron frame all round complete all as specified and directed by Engineer in Charge.

M&L for Cutting into existing manholes for connecting new drains,making good to pipe and rendering,cutting out existing benching for and forming branch channel (1/2 round or 3/4 section ) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required complete all as specified and directed by Engineer in Charge.

Surface excavation not exceeding 30 cm deep and averaging 15cm deep in soft/ loose soil and getting out including cutting of grass roots, bushes if any and filling of lower portion with soil obtained from cutting or dressing complete all as specified and directed by Engineer-in-Charge.

M&L for cement concrete (1:2:4) type B-0 using 12.5mm graded stone aggregate as in foundation, filling /mass concrete finished even and fair without using extra cement complete all as specified and directed by Engineer-in-Charge.

M & L for brick work with fly ash brick, old size, straight or covered or plan exc 6m mean radius built in CM 1:6 complete all as specified and directed by Engineer in Charge.

M&L rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished even & smooth without using extra cement (external plaster) complete all as specified and directed by Engineer in Charge.

M&L for rough cast plaster over 15mm thick rendering in cement mortar (1:4) on fair faces of brick work or concrete surfaces complete all as specified and directed by Engineer in Charge.

S&F Rolled sections as in posts, struts and staples in fencing including cutting top to shape as directed, drilling holes, notching for wire, etc flat iron fillets including all necessary bolting or riveting, welding etc and similar work conforming to Fe-290- W(Gde- E-165) complete all as specified and directed by Engineer-in- charge.

M&L preparation of new steel surfaces of any description, exceeding 10cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer on steel surface complete all as specified and directed by Engineer-in- charge.

M&L for form work to side and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc, also splays between floors and beams,etc for rough finished surfaces of concrete complete all as specified and directed by Engineer-in-Charge.

M&L preparation of newly plastered or unplastered surfaces of walls etc. and applying two coats of cement base paint inlcuding one coat of primer complete all as specified and directed by Engineer in Charge.

S&F in repair Galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings ande straining and fixing to any type of standrd rails straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc (each line wire to be measured) complete all as specified and directed by Engineer in Charge. Note :- A Sum of Rs. 17,200 will be deducted on account of credit for dismantling/ demolished/ taking down material. Please refer detail on srl page No. 22 (Schedule of credit) of Tender Documents.

SHIV SHAKTI BUILDERS