GE/U(N)-35/2024-25 REPAIR/ MAINT TO SEWAGE LINE/SEPTIC TANK, BOUNDARY WALL AND CONNECTED ITEMS FOR OTM AND MD ACCN AT PB ENCLAVE AND ADJOINING AREA UNDER AGE B/R-I OF GE (NORTH) UDHAMPUR

Amount

Systematically cleaning of the water closer including nahani trap, floor trap and gully traps by bamboo/wire/kandi rotary cleaner up to first manhole any type of dia complete all as specified and as directed by Engr-in-Charge. Note : The contractor or his authorised rep shall collect the complaint of all blockage of sewage from complaint cell /Engr-in-charge daily and all complaint will be rectified by the contractor within same day than the returned the complaint slip after completion of complaint and get receipt from concerned JE/Engr-in-charge .If he fails to complete the work within same day then recovery will be made @150.00 per complaint per day .

Systematically cleaning of the sewage lines including gully traps by passing ropes, Knots, bamboo/wire/kandi rotary cleaner etc for any type of dia of sewage pipe, complete all as specified and as directed by Engr-in-Charge.

Cleaning and dislodging of manholes of any size, shape and any depth including pumping out liquid waste if any, removing all solid waste materials such as stones, bricks, pipes, plastic etc, plugging/ diverting of flow if required and removing the debris outside MD land etc including all precautionary and safety measures all as directed.

Cleaning and dislodging of existing mini septic tank or Manholes or gully trap of capacity n exc 10 Users and including inlet and outlet chambers and soakage well, taking out sludge in any form alongwith all other foreign materials by mechanical equipment or by way of other suitable means , and removing waste material/sludge (dislodging n exc 0.5 cum and dewatering n exc 0.5 cum from each septic tank) etc to a distance n.exc 50 mtr including digging , burrying in ground Complete all as specified and as directed, Note :-(i) Work shall be done in foul conditions , necessary precautionary measures/equipments to be adopted by the contractor . (ii) The solid or semi solid sludge shall be buried in pits and fully covered with a layer of lime powder and earth. (iii) Rates quoted by the contractor shall be deemed to have considered all such contingencies including removal and refixing man hole covers. (iv) Any damage caused during cleaning shall be made good by the contractor to the entire satisfaction of Engr-in-Charge without any extra cost to Govt.

Same as item No. 4 above but 100 users capacity (dislodging n exc 12.0 cum and dewatering n exc 12 cum from each septic tank) complete all as specified.

Same as item No. 4 above but 50 users capacity (dislodging n exc 6.0 cum and dewatering n exc 6 cum from each septic tank) complete all as specified.

Same as item No. 4 above but 25 users capacity (dislodging n exc 4.0 cum and dewatering n exc 4 cum from each septic tank) complete all as specified.

Excavation in trenches in hard/dense soil not exceeding 1.50m wide and not exceeding 1.50m in depth for foundation etc or for shafts, manholes, pier holes etc n.exc 10 sqm on plan and not exc 1.50m in depth and getting out in any type of soil, complete all as specified and directed by the Engr-in-charge.

S & F HDPE DWC (Double wall corrugated) pipes confirming to IS-16098, of 150mm internal dia, pressure rating SN-8 fixed with rubber seal and coupler required with and including suitable bends 90/60/45 degree etc single Y junction, complete as required fixed as per manufacturer instruction laid in trenches for sewage lines all as specified and as directed. S & F HDPE DWC (Double wall corrugated) pipes confirming to IS-16098, of 150mm internal dia, pressure rating SN-8 fixed with rubber seal and coupler required with and including suitable bends 90/60/45 degree etc single Y junction, complete as required fixed as per manufacturer instruction laid in trenches for sewage lines all as specified and as directed. Note :- Rates included for pipe, bends any size and type, Y Jn coupler /adaptor etc required and net total length of pipe with fittings shall be measured for payment purpose.

M&L for cement concrete in 1:4:8 type D-2 (using 40 mm graded stone aggregate) in foundation bed for laying of sewage lines or mass concrete, complete all as specified and as directed by Engr-in-Charge.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed by the Engr-in-charge.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by the Engr-in-charge.

Dismantling/ taking out of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches/wall upto & incl of internal dia of pipe 100/75 mm, all as specified and directed by the Engr-in-charge.

S&F 100 mm dia Cast iron Spun soil pipes, waste and vent pipes in any length with or without ears with cement joints, laid in trenches or in floors all specified and directed by the Engr-in-charge.

S&F 100 mm dia Cast iron Spun pipes, waste and vent pipes, in any length with or without ears with cement joints, fixed to wall with MS clamps all specified and directed by the Engr-in-charge.

All as per Sl. item No. above but refixing only (except pipe) with stack clamp, etc, complete all as specified and as directed by Engr-in-Charge.

S&F 75 mm dia iron Spun cast pipes, waste and vent pipes, in any length with or without ears with cement joints, fixed to wall with MS clamps all specified and directed by the Engr-in-charge.

All as per Sl. item No. above but refixing only (except pipe) with stack clamp, etc, complete all as specified and as directed by Engr-in-Charge.

S&F in repairs CI sand cast 100mm bore bends/reducer/Tee (any radius) with access door diminishing pieces or tapers (larger bore measured) all as specified all specified and directed by the Engr-in-charge.

All as per Srl item No. 19 above but 75mm bore, complete all as specified and as directed by Engr-in-Charge.

S&F in repairs CI cast 100mm bore Branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches all as specified all specified and directed by the Engr-in-charge.

All as per Srl item No. 21 above but 75mm bore, complete all as specified and as directed by Engr-in-Charge.

S&F 100 mm bore CI vent cowl including taking down old CI vent cowl of any type.

Ditto all as Item No. 24 above but 75mm.

Cast iron eye plate with rubber washer suitable for 75/100mm bore bends/tee, etc where required, complete all as specified and as directed.

Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends swan necks, etc, including cleaning or refixing or removal to store (measured overall as fixed along the centre line over fitting and accessories).

S&F 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls with MS clamps, all as specified and directed by the Engr-in-charge.

All as per Srl item No.28 above but as in refixing only with stack clamp to wall complete all as specified and as directed.

S&F110 mm bore PVC (SWR) bends with access door any radius, all as specified and directed by the Engr-in-charge.

Taking down cement plaster, any description on brick or stone or cement concrete walls including raking out joints, hacking for key, scrubbing down with water complete, all as specified and directed by the Engr-in-charge.

M&L for 15 mm thick cement plaster on the fair face of brick or concrete surface in cement mortar 1:4 finished even and smooth without using extra cement,all as specified and directed by the Engr-in-charge.

M&L for two coat of cement base paint over a coat of priming paint over prepared surfaces of newly plastered wall complete all as specified and as directed.

Demolition of brick work or stone masonry built in cement mortar including all quoins arches, pillar etc but excluding ashlars facing , dressed stone work and precast concrete articles, complete all as specified and as directed. .

Brick work with sub class 'B' bricks, straight or curved on plan exceeding 6 meter mean radius, using old size bricks, built in cement mortar 1:6 , complete all as specified and as directed. .

All as per item No. 34 herein before, but except bricks. Note-Old bricks obtained against dismantling shall be used.

M&L Walling of random rubble, uncursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and as directed by the Engr-in-charge.

All as per Srl No. 36 here n before but except stone.

M&L Raised pointing to random rubble, uncoursed on brought upto course on masonry or concrete block walling in cement mortar 1:4 complete all as specified and as directed by the Engr-in-charge.

M&L Providing cement concrete 1:3:6 type C-1 ( Using 20 mm graded crushed stone aggregate ) as in coping, Gola etc including necessary formwork as required complete all as specified and as directed by the Engr-in-charge.

M&L for Cement concrete 1:2:4 type B-0 ( Using 12.5 mm graded crushed stone aggregate ) as in surface channel or drain including necessary form work etc, complete all as specified and as directed by the Engr-in-charge.

M&L pre-cast RCC 1:2:4, type B-1 (using 20 mm graded stone aggregate) in cover slabs for man holes with plain faces finished fair and smooth etc, set in Cement Mortar 1:6 and including necessary formwork if required incl. demolition of old slabs complete all as specified

M&L MS TMT bars 8 mm dia and over as in reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia all as specified

Demolition of cement concrete (un reinforced) in ground floor and paving n/exe 15 cm thickness (below or above ground level) complete all as specified and as directed.

S&F chequered cement concrete tiles exc 0.04 Sqm and n exc 0.16 Sqm 20mm thick, set jointed and pointed in neat cement slurry in floors for external use laid over and including 15mm thick screed bed or bedding layer in CM (1:4) and pointed in coloured tiles grout to match the shade of tiles, complete all as specified and directed by Engineer-in-charge.

S & F factory made, heavy duty full body digital, paving coloured tiles of size 300 x 300 x 10mm thick for external use laid over and including 15mm thick screed bed or bedding layer in CM (1:4) including jointed with neat cement slurry and pointed in coloured tile grout to match the shade of tiles, complete all as specified and directed by Engineer-in-Charge. Make :- Dura stone of so many or equivalent in Bell/Nitco/ Johnson/ AGL/ pavings of kajaria.

Machine pressed rubber moulded manufactured/compacted by vibrating table method pre-cast concrete interlocking paver block Laquor finish any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 grade with grey cement and pigment and joints filled with sand complete all as specified and directed.

Dismantling and Refixing in same or ther location to make the surface smooth by filling of earth material Refixing of interlocking tiles of any thickness thick laid dry in position over sand cushioning including dismantling of existing tiles, complete all as specified and as directed.

M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.

75mm thick PCC 1:4:8 type D1 (using 20mm graded stone aggregate) as in Sub base complete all as specified and directed.

Demolition of Reinforced Cement Concrete of any description and in any position not otherwise specifically provided complete all as specified and directed

Providing 50mm thick precast cement concrete type C0 1:3:6 louvers and jallies, including all moldings but excluding frame set in cement mortar 1:4 etc complete all as specified and directed

M&L for M-25 Reinforced Cement Concrete ( Design Mix) as in Column upto roof level, roof beam, lintel band, chajjs etc complete

Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc.

Dismantling of structural steel work in any description complete all as specified and directed.

Dismantling of mild steel barbed wire/ chain link fencing of any description not otherwise provided for, complete all as specified and as directed.

Dismantling posts or struts (wood, steel or R.C.C.) embedded in concrete of any section, including taking out embedded portion and making good disturbed ground, complete all as specified and as directed.

Mild steel framed work for grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165, complete all as specified and as directed.

Mild steel work for posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165, complete all as specified and as directed.

Excavating in post holes (or similar holes) as in hard/dence soil each n exc 0.5 cu. m, getting out, complete all as specified and directed.

PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as in foundation for fencing post filling, and mass concrete, complete all as specified and directed.

M & L for Plain cement concrete as in 1:3:6, type C-1, (using 20mm graded stone aggregates) for kerbing including all necessary formworks finished even & fair, complete all as specified and directed.

Supply only GI wire 3mm dia, cut to length bent to shape required including cranking bending spirally for hooping for securing wire links at (Top & bottom), complete all as specified and directed.

S&F in repairs Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed

Restraining resecuring including making good to Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed

Supply only chain link fencing galvanised mild steel wires 3mm dia mesh size not less than 50mm x 50mm or 75mm x 75mm etc, including provision of MS binding wires or fixing with nut and bolts with angle iron post complete all as per directions of Engr-in-charge.

Fixing only chain link fencing including line wires wearing alternate mesh, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and as directed.

Mild steel bolts, purpose made, with hexagonal or square head at one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut, exceeding 30 cm long and dia of neck exceeding 12 but not exceeding 20mm complete.

S&F 110 mm bore PVC (SWR) pipes single socketed in any length for drain out rain water, complete all as specified and directed by the Engr-in-charge.

Preparation of new or previously untreated steel surface of any description exc 10cm with or girth an applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

All as per item No 39 above but n. exc. 10cm in width, complete all as specified and as directed.

sohtra and co

s l sharma and sons

M/S GURU DEV BUILDERS

M/S PARDEEP KUMAR

KUMAR CONSTRUCTION CO

VARDHMAN INTERNATIONAL