SPECIAL REPAIR TO BLDG NO P 263 RAW WATER RESERVOIR NO 02 UNDER GE SRI GANAGANAGAR AT MILITARY STATION SRIGANGANAGAR

Amount

Dismantling Brick tiles or terracing tiles, single layer on channel floor/floor of raw water reservoir complete all as specified and directed by Engr-in-charge.

Demolition concrete (unreinforced) in ground floors and pavings not exceeding 15cm thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge.

Removing building materials etc including loading, unloadingand stacking at the destination to a distance exc 1.5km but n.exc 5.0km complete all as specified and directed by Engineer-in-Charge.

Excavating over areas, n exc 1.5m deep and gettng out in soft / loose soil complete all as specified and directed by Engr-in-Charge.

Removing excavated loose soil and depositing at Raw water reservoir site n.exc 50mtr above from starting point complete all as specified and directed by Engineer-in-Charge.

Forming embankments including riasing( or lowering) earth, spreading in layers n exc. 30 cm thick; watering , ramming/ rolling and finishing to required size, shape , etc., n exc. 1.5 m high from base complete all as specified and directed by Engineer - in - Charge.

All as per above item No 6.00 but exc 1.5 m but n.exc 3.0m high from base complete all as specified and directed by Engineer - in - Charge.

All as per above item No 6.00 but exc 3.0 m but n.exc 4.5m high from base complete all as specified and directed by Engineer - in - Charge.

All as per above item No 6.00 but exc 4.5 m but n.exc 6.0m high from base complete all as specified and directed by Engineer - in - Charge.

All as per above item No 6.00 but exc 6.0 m but n.exc 7.5m high from base complete all as specified and directed by Engineer - in - Charge.

M&L for Sand/red bajri filling in floors or pavings or as cushion bed below polythene sheet laid in layer n.exc 15 cm thick, spread levelled and rammed including watering complete all as specified and directed by Engineer-in-Charge.

S & F polythene film, 400 micron laid in floors complete all as specified and directed by Engr-in-charge.

M & L Sub clas "B" bricks laid flat, jointed and pointed in CM 1 : 3 on bed of raw water reservoir floor complete all as specified and directed by Engineer-in-Charge.

All as per above item No 13.00 here in before but except bricks (old servicebale bricks after cleaning etc shall be reused) complete all as specified and directed by Engineer-in-Charge.

M&L Brick work with sub class "B" bricks laid on sloped vertical faces/walls pointed in CM 1:3 including bedded and jointed in cement mortar 1:6 complete all as specified and directed by Engineer - in - Charge.

All as per above item No 15.00 here in before but except bricks complete all as specified and directed by Engineer-in- Charge.

M & L keyed pointing to bricks in CM 1 : 3 as in walls after racking out joints including cutting of vegetation as required complete all as specified and directed by Engineer-in-Charge.

Dismantling of brick work built in cement mortar of any description complete all as specified and directed by Engineer-in-Charge.

M&L brick work with sub class "B" bricks, straight or curved on plan exceeding 6 mtr mean radius built in CM 1:6 complete all as specified and directed by Engineer - in - Charge.

All as per above item No 19.00 here in before but except bricks complete all as specified and directed by Engineer - in - Charge.

M&L 15mm thick, rendering in cement mortar in CM 1:4 to brick/concrete wall surfaces finished even & smooth without using extra cement complete all as specified and directed by Engr-in-Charge.

M&L for applying two coats of cement base paint over and including a coat of primer on newly plastered surfaces of walls including preparation of surfaces complete all as specified and directed by Engr-in-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-Charge.

M&L two coats of synthetic enamel paint (ordinary tint) on steel surface over 10 cm width or girth, not otherwise described including preperation of old steel surface complete all as specified and directed by Engineer-in-Charge.

S&F framed work such as grills, grating, etc, with end of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; frame work or water tanks and similar work confirming to Fe 290-Gde-165 complete all as specified and directed by Engineer-in-Charge.

M&L two coats of synthetic enamel paint over a coat of red oxide primer exc 10 cm width/girth on new steel surfaces including preperation of new surfaces complete all as specified and directed by Engineer-in-Charge.

M&L PCC 1:3:6 (40mm graded stone aggregate) type C2, in foundation of posts and struts complete all as specified and directed by Engineer-in-Charge.

Supply and fixing post top lantern LED type 15 watt 230 volts AC outdoor type with decorative post top for 360 degree indirect light IP 65 protection with impact and corrosion resistant complete with driver and lamp including fixing arrangement on 50mm dia GI pipe on railing pillers around raw water reservoir. Make: Havells RUBYMINIPT15WLED830PSYMTOPC, Bajaj/Crompton/Philips.

Supplying, laying, jointing and testing and commissioning of 10 sqmm, 4 core PVC insulated, screened, PVC bedded galvanized steel strip or wire armoured electric power cable heavy duty multi stranded aluminium conductor & PVC sheathed LT cable 1100 Volts grade confirming to IS-7098 laid in trenches/ ducts/ fixed on poles/wall/ laid under roads/paths/drain/culverts or passing through pipes complete all as specified and directed by Engineer-in-Charge. Note: Excavation, earth work, sand cusioning and brick protection required for item shall be measured and paid seperately under respective item of BOQ.

Excavation in trenches, not exc 1.5 m wide and n. exc 1.5 m depth; or n exc 10 Sqm on plan and n exc 1.5 m in depth for foundations of poles, struts, stays etc. or laying underground cable etc. in soft/loose soil, & getting out complete all as specified and directed by Engineer-in-Charge.

Returning filling in including spreading levelling watering and well ramming in layers not exceeding 25cm complete all as specified and directed by Engineer-in-Charge.

M & L for sand cushioning with dry coarse canal sand to under ground cable 23 cm thick, 8 cm thick below the cable and 15 cm thick after laying the cable complete all as specified and directed by Engineer-in-Charge. Note: Thickness after punning shall be considered for payment.

M & L for brick protection with old size sub class 'B' bricks laid flat , length of bricks across the route of underground cable complte all as specified and as directed by Engineer-in-Charge.

Supply and fix FRP box of size 280mmX170mmX130mm hinged with 4 way connector mounted on epoxy insulators for looping of cable for 3 phase and 1 nutral fixed on pole with the help of MS nuts bolts and MS clamps-2 nos of size 40mm X 4 mm thick with one no MCB SP 6 amp capacity mounted on din rail inside box-work also includes making suitable hole in pole to take out connections to fitting if required at site and provisioning of 1.0 sqmm 3 core flexible PVC insulated copper cable from junction box to connector of street light.

Suply and fix PVC insulated FRLS PVC insulated stranded copper conductor cable sheathed 1100 Volt, size 1.5 sqmm, 2 core flat cable complete all as specified and directed by Engr-in-Charge.

Labour for Desillting of raw water reservoir (size 135 X 135 Mtr) sludge including removal of vegetation , bushes or any other foreign material as deposited at the bottom of raw water tank by means of mechanical source or manually as feasible and disposal at a distance of 2 km distance including working in foul condition all as directed by Engr-in Charge. Note:- (i) measurement for payment will be done only upto top of sludge. No seprate payment will be made for cutting removal of a vegetation , bushes , grass etc roots of trees as exists in the tank shall be cleared by the contractor and cost of which will be deemed to be included in the quoted rate by the contractor. (ii) Unit rate quoted shall be deemed to include for making the access / way by dismantling lining work and GI tubing railing and making good of same after desludging with the existing specification all as directed by Engr-in-Charge. (iii) The size of cutting for access shall be minimum so as to meet the requirement all as directed by Engr-in-Charge.

(iv) For the purpose of measurement, the grid by total station leveling shall be carried out after cleaning of vegetation as catered for in Note No -01 above before starting desluding and after desluding the final leveling at cleared bed shall be taken computation of quantity of sludge. Thickness of sludge will be finalized as per BOO. (v) There may please be necessary for the work to be executed in foul condition . Therefore contractor will take all precaution before working in such condition. (v) Lead charges of Silt disposal will be paid separatly under respective item of BOQ.

Carrying of sludge to disposal site using suitable mode of transportation Within 2 Km in the Military area. Note : Disposal site shall be finalized by GE.

Draining out of raw water from desludge tank with the help of diesel pump set and dry to the slag of reservoir for removal complete all as specified and directed by engineer in charge. Note : Charges of diesel pump set alongwith suction & delivery pipe and other related accessories shall be included in quoted rate. --------------------------------------------------------------------------------------------------------------- Note:- A sum of Rs. 106948.00 will be deducted on account of credit for dismantled/ demolished / taken down material. Please refer details on Srl Page No. 20 (Schedule of Credit) of Tender document

M/S KARNI CONSTRUCTION COMPANY