REPAIR/MAINT TO BOUNDARY WALL, PLASTERING AND MISC B R ITEMS FOR OTM AND MD ACCN AT SUB AREA AND ADJOINING AREA UNDER AGE B/R-I OF GE (N) 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 main hole 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 / Enge-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 desludging 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, pluggings/ diverting of flow if required and removing the debris outside MD land etc including all precautionary and safety measures all as directed.

Cleaning and desludging of existing mini septic tank 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 (desludging 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 , burying 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 re-fixing 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 (desludging 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 (desludging 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 (desludging 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 getting out in any type of soil, complete all as specified and directed by the Engr-in-charge.

Ditto all as above item but as in soft/disintegrated rock

S&F HDPE DWC (Double wall corrugated) pipes confirming to IS-16098, of 170 mm 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 including dismantling 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 150 mm Reinforced concrete pipes, class NP2, laid and jointed including dismantling including dismantling complete with collars complete all as specified.

M&L 200 mm dia Reinforced concrete pipes class NP2, laid and jointed including dismantling completed with collar complete all as specified.

M&L 300 mm dia Reinforced concrete pipes class NP2, laid and jointed including dismantling completed with collar complete all as specified.

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 Sand 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 Sand 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 re-fixing only (except pipe) with stack clamp, etc, complete all as specified and as directed by Engr-in-Charge.

S&F 75 mm dia iron sand 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.21 above but re-fixing 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. 23 above but 75mm bore; complete all as specified and as directed by Engr-in-Charge.

S&F in repairs CI sand 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.25 above but 75mm bore; complete all as specified and as directed by Engr-in-Charge.

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

Ditto all as Item No.27 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 re-fixing 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.31 above but as in re-fixing 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.

Demolition of brick work or stone masonry built in cement mortar including all quoins arches, pillar etc but excluding ashlar 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 metre mean radius, using old size bricks, built in cement mortar 1:6, complete all as specified and as directed.

All as per item No. 37 herein before, but except bricks. Note-Old bricks obtained against dismantling shall be used.

M&L Walling of random rubble, un-cursed, 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 item.39 above here n before but except stone.

M&L Flush pointing to random rubble, un-coursed 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.

50 mm thick, PCC 1:3:6 type C1 (using 20mm graded stone aggregate) in plinth protection finished even & smooth without using extra cement including making joints 10mm wide and 30mm deep at spacing not more than 2.5m and at corners as mandatory and filled with sealing compound grade A complete all as specified and directed.

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 CM 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.

Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed.

Demolition of stone slabs and tiles laid bedded and jointed and pointer in any mortor of any description or thickness in floors, aprons etc. Complete all as specified and as directed.

Chequered Reflective vitrified tiles 30cmx30cmx10mm thick coloured with grey cement & admixtures laid over 15mm thick cement mortar 1:4 set, jointed and pointed in neat cement slurry in floors, complete all as specified and as directed.

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.

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 80mm thickness, M-40 grade with grey cement and pigment and joints filled with sand complete all as specified and directed.

M&L for Re-fixing of interlocking tiles of 50/60mm thick laid dry in position over sand cushioning including dismantling of existing tiles, complete all as specified and as directed.

M&L for Re-fixing of interlocking tiles of 80mm 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.

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

Providing and laying water proofing treatment to sunken portion of WCs, bathrooms, etc by applying first layer of slurry of cement @ 0.488kg/Sqm mixed with acrylic based polymer modified cementitious composite compound @ 0.253kg/sqm this layer allowed to air cure for 4 hrs then applying slurry of cement @ 0.242 kg/sqm mixed with acrylic based polymer modified cementitious composite compound @0.126kg/sqm and allowed to aircure for 4 hrs and joints seal with sealing compound as approved by GE. Note: (i) Before laying of lime concrete joints of trap/WC/Soil pipes shall be properly sealed with sealing compound of Roofex/Forre/FOSROC and provn of P or S trap & Nahani /Floor traps with long arm.

Rendering 15mm thick on fair faces of brick work or concrete surfaces in Cement mortar as in CM 1:3 finishing even & smooth w/o using extra cement, complete all as specified and as directed.

Lean concrete using 40mm graded stone aggregate as in 1:5:10 as in sunken portion treatment complete all as specified and as directed.

Vitreous china squalting pan, orissa pattern size 580 x 440 mm white with integral foot rests, P or S trap long body with integral foot rest and fixed with cement concrete bedding complete all as per specified. (Fixed in Repair). Make-CERA, Cat part No. 2071, Jaquar –CNS-WHT-OP01 or equivalent of any approved make as approved by GE.

M&L for PVC 'Q' trap 110mm bore, ISI marked including proper jointing to existing sewage lines, complete all as specified and as directed.

Non skid ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) area of each tile exc 0.11sqm but n exc 0.18 sqm in floor etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match incl 10mm thick screed bed in Cement mortar (1:4) complete all as specified and directed.

Glazed ceramic coloured digital tiles in vertical surfaces of wall of size 450mm x 300mm x 7 mm thick as approved pattern approved by GE, set and jointed in neat cement slurry and pointed in white or coloured cement to match over 10 mm thick rendering in Cement mortar 1:4 as in skirting, dado, etc, complete all as specified and directed.

M&L for 25mm thick PCC 1:2:4 type B0 (using 12.5mm graded stone aggregate) as in floor base of tiles complete all as specified and directed.

Dismantling of floor hearth or wall tiling incl CM, bedding (but not backing) and rubbish off the premises complete all as specified and directed.

Preparation of new plaster surfaces of wall and applying two coats of cement based paint over a coat of alkali resistant cement base primer on wall surfaces complete all as specified and directed.

M&L for cutting into existing manhole for connecting new drain pipes of 150 mm internal dia, making good to pipes 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 B1 smooth finished, and reforming benching all as specified and as directed.

M&L for dismantling of structural steel work in any description complete all as specified and directed.

M&L for 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.

M/S PARDEEP KUMAR (BID ID -3135248)

sohtra and co (BID ID -3127311)

ATUL TRADING CO (BID ID -3134535)

jyoti parkash sharma (BID ID -3133016)