REPAIR REPLACEMENT OF CERTAIN JOINERY WORKS AND CLEANING TO SEWAGE LINE MANHOLE SEPTIC TANK FILTER BED AND OTHER CONNECTED WORKS

Amount

SCHEDULE A BOQ

Excavation in trenches in foul position n.exc 1.5m width and n.exc 1.5 m depth and getting out in hard/dense soil all as specified and as directed

Excavation in trenches in foul position n.exc 1.5m width and exc 1.5 m depth but not exc 3mtr and getting out in hard/dense soil including soil obtained from excavation shall be removed outside MD land all as specified and as directed

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified. Note No. 1: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming. Note No. 2 : Earth required for purpose of filling shall be arranged by the Contractor from outside MD land at no extra cost to the Department.

Removal of excavated material [Soil] to a distance exceeding 1.50 Km and not exceeding 5.00 Km and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.

Salt-glazed stoneware drain pipes, 150mm bore, laid in trenches and jointed as specified, complete including taking existing pipe any size all as specified and as directed.

Plain cement concrete (1:3:6) type C2 (40 mm graded stone aggregate) as concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of size 150 mm bore of pipe, complete all as specified and as directed.

Demolition of reinforced concrete of any descrition and in any position complete all as specified

Precast RCC 1:2:4, Type B–1 using 20mm graded stone aggregate as in landings, cover slabs [for manholes etc], chullah hoods, Chajjas, water troughs, mangers, Shelves and similar articles with plain faces including formwork, set in cement mortar 1:4 complete all as specified and as directed.

High strength corrosion resistant deformed TMT bars of Grade Fe–500D of 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified.

110 mm bore UPVC (SWR) pipes single socketed, in any length with rubber ring joints fixed to wall incuding taking down existing PVC Rain Water Pipes (any size) along with all fittings heads bends etc

75 mm bore UPVC (SWR) pipes single socketed, in any length with rubber ring joints fixed to wall incuding taking down existing PVC Rain Water Pipes (any size) along with all fittings heads bends etc

PVC (SWR) bends any radius 75 mm dia fixed to wall complete all as specified.

PVC (SWR) bends any radius 75 mm dia fixed to wall complete all as specified.

Cleaning/ clearing of sewage line (including manholes) 150 mm to 300 mm main line from 1st manhole onwards bore of any description, underground at any depth, removing any type of blockage including desludging, descaling & decoking of drain as well as manholes with combined high pressure water jetting cum suction (vacuum) type machine mounted on LCV/HCV /LMV/HMV and having facilities of high pressure vacuum and provn of hydraulic through high pressure thermo plastic fiber based water jetting hose and conical round shape nozzle pipe and flushing after cleaning including removing the same in the tank to a place outside cantonment at the place meant for the local municipality, all as directed by Engr-in-Charge

The unit rate is deemed to include for :-

Cutting and filling shall be cleared of shrubs, vegetation, grass bush, weed, trees and sapling not exceeding 30 cm in girth, measured at a height of two metre above ground level. Cutting the grass/felling of trees shall include digging out roots up to 60 cm below the ground level or 14 cm below the formation level, whichever is lower. All holes and hollows formed in the ground digging out of roots shall be carefully filled up with moorum/red bajri well rammed and levelled.

Cleaning blockage from nahani traps of bath/kitchen in ground floor and upper floors by taking out mud/sand and re-fixing in position.

All as per item No. 19 above but cleaning of blockage from Gully trap to 1st manholes in ground floors.

Cleaning of blockages from water closets in ground floors/upper floor including re-fixing of lid of door bends etc in position after completion of job all as specified and as directed.

Attending day to day complaints of different type of sewage work such as removing blockage of WCs, floor traps, Nahani traps, Gully traps, CI/PVC pipes all types top to bottom including junction etc.

The unit rate is deemed to include for item No. 16 to 22 :-

Cutting and filling shall be cleared of shrubs, vegetation, grass bush, weed, trees and sapling not exceeding 30 cm in girth, measured at a height of two metre above ground level. Cutting the grass/felling of trees shall include digging out roots up to 60 cm below the ground level or 14 cm below the formation level, whichever is lower. All holes and hollows formed in the ground digging out of roots shall be carefully filled up with moorum/red bajri well rammed and levelled.

Safaiwala shall report to concerned JE /AGEin service centre B&R daily including Sunday and holiday and get the job card for carrying out the work. The Job card shall be returned to concerned JE/AGE duly signed by the users as a token of completion of job.

Cleaning, removal of silts/wastage of organic or inorganic materials of Sewage line of 100mm to 450mm bore up to 1st manhole, Manhole, from manholes, GT Chamber, etc to maintain sewage system functional all working days including Sundays and holidays along with necessary T&P i.e flexible rods, cleaning pumps and safety kits etc.

The complaints to be rectified within SIX hours on same day. The Delay in rectification of complaint more than Six hours, the penalty will be levied @ Rs.100.00 Per complaint.

In case the nature of job is such that the work cannot be completed within a period of 6 hrs then the same shall be brought to the notice of the GE/Engr-in-Charge and the period for the completion of the complaint shall be decided by the GE/EIC.

Demolition of Brickwork/stone boulder masonry, built in cement mortar all as specified. Note :- The unit rate is deemed to be included for removal debris to outside MD land.

Plain Cement Concrete (1:4:8) type D2 (40 mm graded stone aggregate)as in foundations, filling and mass concrete complete all as specified and as directed.

Brick work with flyash bricks built in CM 1:4 straight or curved on plan n exc 6 m mean radius.

Extra for forming fair finished drain or channel of 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc. complete all as specified.

Providing cement concrete type C1, 1:3:6 (using 20mm graded crushed stone aggregate) as in surface channels and drains

PCC (1:2:4) Type B1 (using 20 mm graded stone aggregate ) in coping of including necessary form work finished fair and even surface without using extra cement including weathering slightly rounded or chamfered angles and throating as directed.

Blocking up the entry of septic tank of the following capacities and pumping out effluent dirty liquid and sludge from sludge chambers of septic tank including setting tank and intercepting chambers ec up to bottom collecting sludge in fifth cart and removing away and cleaning the septic tank line for reuse and removing sludge from the premises (out side to MoD Land), complete all as specified. Note : The rate included for excavation, returning, filling & rammering of barrow pits for burying of removed sludge under the ground, making good the excavated earth to a true surfaces and transport required and dewatering of efflorecents from septic tank/soak well etc in nearest drain by means of 7.5 HP non clogging diesel driven pump.

100 users septic tank

50 users septic tank

25 users septic tank

10 users septic tank

The unite rate is deemed to be included for :-

Note No. 1 :- Solid sludge means bulky mass of sludge which remains at the bottom of septic tank/soakage well after pumping out/taking out sludge water.

Note No. 2 :- Contractors are advised to ascertain the place suitable/earmarked for disposal of sludge/sewage water from local municipality or area controlling authority before quoting their rates. Disposal of waste at suitable place shall be sole responsibility of contractors and no representation or objection in this regard will be entertained at any later stage.

NOTE No. 3 The rate included for excavation, of barrow pits for burying of removed sludge under the ground, making good the excavated earth to a true surfaces

Note No. 4 Removing of accumulated earth around septic tank up to 3 m of any width and depth up to 30 cm. cleaning/cutting the grass around septic tank up to 3 m and removing the grass waste to outside MD land. Cutting and filling shall be cleared of shrubs, vegetation, grass bush, weed, trees and sapling not exceeding 30 cm in girth, measured at a height of two metre above ground level. Cutting the grass/felling of trees shall include digging out roots up to 60 cm below the ground level or 14 cm below the formation level, whichever is lower. All holes and hollows formed in the ground digging out of roots shall be carefully filled up with moorum/red bajri well rammed and levelled.

The complaints to be rectified within SIX hours on same day. The Delay in rectification of complaint more than Six hours, the penalty will be levied @ Rs.100.00 Per complaint.

In case the nature of job is such that the work cannot be completed within a period of 6 hrs then the same shall be brought to the notice of the GE/Engr-in-Charge and the period for the completion of the complaint shall be decided by the GE/EIC.

Loose filling with aggregate of gauge 20 mm graded coarse aggregate in filter beds using broken stone boulders. .

Taking out/pumping contaminated sewage water from septic tank/soakage well/ Grease trap incl inlet/outlet chamber after plugin incoming sewage line suction(vaccum) type machine mounted on LMV/HMV and facility of high pressure vaccume and removing and dumping off the same in tank to a place out side contonment at the place marked for the purpose by local municipality or the authority controling the area as directed by Engr-in-charge. Note :- Contractors are advised to ascertain the place suitable/earmarked for disposal of sludge/sewage water from local municipality or area controling authority before quoting their rates. Disposal of waste at suitable place shall be sole responsibility of contractors and no representation or objection in this regard will be entertained at any later stage

PVC (SWR) bends any radius 110 mm dia fixed to wall complete all as specified.

PVC (SWR) branch piece single (sing Y) 75mm equal or unequal provided with access door including taken down existing one complete all as specified and as directed by Engineer-in-Charge

PVC (SWR) branch piece single (sing Y) 110mm equal or unequal provided with access door including taken down existing one complete all as specified and as directed by Engineer-in-Charge

PVC (SWR) 75mm junction (single T) equal or unequal provided with access door

PVC (SWR) 110mm junction (single T) equal or unequal provided with access door

Rendering 15 mm thick in two layers on brick or stone or concrete surfaces,first coat 10mm thick in cement mortar 1:4 and 2nd coat 5mm thick in cement mortar 1:4 mixed with water proofing compound as per manufacturer instructions finished even and smooth without using extra cement complete all as specified and directed. Note :- The unit rate quoted for item No 55 shall be including water proofing compund @ .4% by weight of cement.

Dismantling wrought iron or mild steel work of any description not otherwise provided for fencing cast etc.

Applying two coats of synthetic enamel paint over a coat of red oxide primer including preparation of new or previously untreated steel surfaces of any description exc 10cm width or girth complete all as specified and as directed.

Plain Cement Concrete Type C1 1:3:6 (using 20 mm graded stone aggregate) as in plinth protection 75mm thick complete all as specified and directed.

Cleaning and Removing silt, grit , mud and other materials from covered drain in foul condition including removing materials from the site to outside MD land including necessary removing cover slabs and replacing after cleaning complete area including making good any damages complete all as specified and as directed. The unit rate is deemed to be included for Removing of accumulated earth at sides of drain of any width and depth up to 30 cm. cleaning/cutting the grass around 1 m from drain (both sides) and removing the grass waste to outside MD land. Cutting and filling shall be cleared of shrubs, vegetation, grass bush, weed, trees and sapling not exceeding 30 cm in girth, measured at a height of two metre above ground level . Cutting the grass/felling of trees shall include digging out roots up to 60 cm below the ground level or 14 cm below the formation level, whichever is lower. All holes and hollows formed in the ground digging out of roots shall be carefully filled up with moorum/red bajri well rammed and levelled.

S&F Viterous china wash down water closet Pan (pedestal pattern) white, including connection to trap and to flush pipes etc

S&F Vitreous china squatting Pan Orissa pattern size 580 x 440 mm white, with integral feat riots including connection to trap

S&F PVC (SWR) 'P' trap 110 mm dia

S&F PVC (SWR) 75 mm dia floor trap of outlet dia, plain with grating including jointing with solvent cement

Salt-glazed stoneware drain pipes, 110mm bore, laid in trenches and jointed as specified, complete including taking existing pipe any size all as specified and as directed.

Plain cement concrete (1:3:6) type C2 (40 mm graded stone aggregate) as concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of size 110 mm bore of pipe, complete all as specified and as directed.

Dismantling floor, floor hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises and Joint free Non - skid Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile of size exc 0.09 Sqm but n exc 0.18 Sqm in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match incuding screed bed or bedding layer of mortar 15mm thick for laying floor finishes in cement mortar (1:4) complete all as directed. Note :- The manufacturer's test certificate and individual test certificate of Tiles must be submitted for approval by the concerned authority prior to installation.

Dismantling floor, floor hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises and Material and labour for Glazed ceramic coloured tiles 450 x 300 mm x 7/8 mm thick set and jointed in neat cement slurry and pointed in white or coloured cement to match with tiles on vertical surface such as dado including 10mm thick 1:3 backing coat complete all as specified and directed. Note :- The manufacturer's test certificate and individual test certificate of Tiles must be submitted for approval by the concerned authority prior to installation.

S &F LLDPE septic tank with upflow filter including filter media designed to carry sewage and sludge water and including excavation in any type of soil , PCC 1:4:8 below foundation, full filling of aggregates/chips of sizes 20mm graded around tank, vent shaft , connection etc complete for 800 Ltr Capacitycomplete all as specified and as directed.

S&F LLDPE septic tank with upflow filter including filter media designed to carry sewage and sullage water and including excavation in any type of soil, PCC 1:4:8 below foundation , vent shaft , connection etc complete for 6000 Ltr Capacity complete all as specified and as directed.

Note for ser No 67 & 68 :- The following shall be considered in quoted rate. (i) The advanced septic tank to be manufactured by using Roto moulding process as per IS 10141:1982 using superior quality LLDPE as raw material and black colour, In this connection the contractor has to submit certificate from the manufacturer before commencement of work/ at the time of sample approval. (ii) The advanced septic tank should have flexible inlet and outlet. Tank must have two compartment with provision of sediment collection in Ist compartment and only water should enter in to the 2nd compartment. The 2nd compartment must have polymeric superior quality ball ring media placed in such way it should enter neither Ist compartment nor the outlet pipe. Tank should have heavy duty design to withstand the loaded sand even if it buried few meter below the ground level. (iii) Tank should have designed tree root and other element should not enter into the tank. (iv) The man cover of the tank should be strong and airtight during usage. The performance of the advanced septic tank must be BOD reduction upto 70% in usage. (v) The advanced septic tank should be durable, light weight, 100% ECO friendly, rust proof, leak proof and easy to install.

Joist, channel,angles or tee sections fixed independently, without connection platess etc all as directed

Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted , bolted or welded attachment.(Fe 410 -W (Gde- E-250) quality -A

Stack clamps made out of 50 mm x 5 mm flat iron and 16 mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof for 110 mm bore complete all as specified and directed.

Stack clamps made out of 50 mm x 5 mm flat iron and 16 mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof for 75 mm bore complete all as specified and directed.

Cutting into existing manholes for connecting new drains, making good 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 150mm internal bore, complete all as specified

Cutting into existing manholes for connecting new drains, making good 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 200 mm internal bore, complete all as specified

Cutting salt-glazed stoneware drain pipe 150mm bore in position, including jointing socket end of new pipe to same with packed spun yarn and cement mortar 1:1 and making good, complete all as specified and directed.

Cutting salt-glazed stoneware drain pipe 200mm bore in position, including jointing socket end of new pipe to same with packed spun yarn and cement mortar 1:1 and making good, complete all as specified and directed.

Easing of door shutters for easy closing/opening and tightening of hinges or changing the position of hinges, adjustment of tower bolts, sliding bolts with new screws etc complete all as specified and directed by Engineer-in-Charge, Size of door upto 2 Sqm single leaf or double leaf.

Easing of window shutters, kitchen cupboard shutters, show case shutter drawers including fixing of screws adjusting handles, knobs tightening piano hinges including misc small adjustments complete all as specified and directed by Engineer-in-Charge, size of window upto 1.5 Sqm.

Resecuring without taking down chowkhats or frames but with shutters (without taking off shutters from the frames) not exc 1.5 sqm each.

Repair to doors by supply and fixing bottom rail of second class hard wood 35 mm thick including making of grooves and fixing new bottom rail by replacing defecting rail using fevicol and wooden pinning. Size of bottom rail shall be 200 mm wide and shall be treated with two coats of painting over primer complete all as specified and directed by Engr-in-charge.

Description all as per srl item No 83 above but lock/middle rail of size 200 mm wide complete

Description all as per srl item No 83 above but stiles/ top and freeze rails of size 100 mm wide complete

Taking Down shutters exc 1 sqm but n. exc 2.0 sqm and refixing in the same location complete all as specified and as directed

Supply and Fixing 1st class soft wood pieces ,small let in for making good where hinges etc have been removed from chowkhats or frames,joinery,etc. Including painting or oiling to match as required.

Checking of joinery (wooden/steel) iron/ aluminium monger, pelmet box, door springs etc requiring carpentry work and carrying out minor repairs such as tightening of screws/ nails, fixing glass panes, minor adjustment of joinery, door etc. including petty repairs material like screws/ nails, plug etc to make it functional complete all as specified and as directed by Engineer-in-Charge.

Supply only wooden pelmet boxes/curtain rods in position by using rawl plugs/wooden gutties fixed with MS holder clips complete incl tightening of screws etc complete in all respect length of each pelmet n exc 2.50 mtr long

Supply only 200mm extruded aluminum alloy handles , fabricated type, anodised

Supply only aluminum handles cast type anodised 150 mm long .

Supply only 100mm long Butt hinges medium weight cold rolled stainless steel, and fixed

Supply only 40 mm dia cupboard knobs fixed with nut, screw and washer of brass polished

Supply only Floor door stopper of aluminium alloy body and tongue anodized with hard drawn steel spring fixed in floor overall 140mm.

Note : (a) Record of complaints/complaint slip showing qtr No, bldgs No, nature of job supported with users signature shall be prepared as per format directed by Engr-in-charge & will be deposited to concerned JE (B/R) within 24 hrs, failing which a sum of Rs. 50.00 per day will be recovered from the contractor. (b) Necessary complaints slip/complaints register & other stationary required shall be contractor responsibility. (c) The contractor shall maintain a record of all urgent/ routine works and if the work is repeated due to poor workmanship, he will be liable to repair the same without any extra expenditure to the Govt. (d) In case of any delay in attending the complaint more than 12 hrs after handing over routine/urgent complaints, the contractor shall be liable to pay the penalty as described in penalty clause given here as under.

(e) The penalty shall be applicable to the contractor if the delay is noticed by the Engr-in-Cahrge more than twelve hrs after handing over works of urgent/ routine nature to the contractor. The Engr-in-Charge shall handover the slip containing specification of work to the contractor by lodging the time and signature of contractor be obtained on slip. The contractor shall attend the complaint immediately and shall report to Engr-in-Charge with in 12 hrs. The contractor will keep his tradesmen in stand by for attending any routine / urgent works from the executive. If the nature of job is such that the work cannot be completed within period of 12hrs then the facts shall be brought to the notice of the GE/Engr-in-Charge and the period for the working to the complaint shall be decided by the GE/EIC. If the delay is more then twelve hrs period and the GE is not satisfied with the reason for delay then penalty at the rate of Rs 50/- per job shall be deducted from the dues of the contractor. Please note that this penalty is exclusively other then the condition 56 of IAFW - 2249 and shall be treated as interim condition of the contract and shall be enforce above as and when delay in individual job is noticed and no claim whatsoever on this account shall be entertained by the Deptt. (f) The decision of the Accepting Officer in this regard shall be final and binding.

kaarthic builders

SARAVANARAJA CONSTRUCTIONS

KUMAR AGENCIES

D.R ASSOCIATES

T C KARUNANITHI