KMC/EE/TW/NS-4/127,128,129 /BR-XIV/02/25-26 (2nd Call)

LABOUR FOR BORING TUBEWELL OF REQUIRED DIA BY WATER JET SYSTEM THROUGH ANY TYPE OF SOIL STRATA INCLUDING HIRE AND LABOUR CHARGES FOR BORING PIPES, SCAFFOLDING, TOOLS AND PLANTS AS NECESSARY AND TAKING OUT THEM AND LOWERING PIPES, STRAINER BLIND PIPE ETC.AND FITTING AND FIXING THE SAME COMPLETE INCLUDING BUCKET WASHING AND OTHER INCIDENTAL WORKS IN THIS CONNECTION. THE TUBEWELL SHOULD HAVE A MINIMUM 50 MM GAP IN BETWEEN THE OUTSIDE OF THE TUBEWELL PIPE AND THE BORE. (A) FOR DEPTH UPTO 150 METER FOR 40MM DIA TUBEWELL WITH TOP ENLARGEMENT OF 100MM DIA. (I) 100MM DIA BORING ETC. (AS PER APPROVAL OF M.I.C. ITEM NO. M-46.4 DATED 23.6.2017.)

LABOUR FOR BORING TUBEWELL OF REQUIRED DIA BY WATER JET SYSTEM THROUGH ANY TYPE OF SOIL STRATA INCLUDING HIRE AND LABOUR CHARGES FOR BORING PIPES, SCAFFOLDING, TOOLS AND PLANTS AS NECESSARY AND TAKING OUT THEM AND LOWERING PIPES, STRAINER BLIND PIPE ETC.AND FITTING AND FIXING THE SAME COMPLETE INCLUDING BUCKET WASHING AND OTHER INCIDENTALWORKS IN THIS CONNECTION. THE TUBEWELL SHOULD HAVE A MINIMUM 50 MM GAP IN BETWEEN THE OUTSIDE OF THE TUBEWELL PIPE AND THE BORE. (A) FOR DEPTH UPTO 150 METER FOR 40MM DIA TUBEWELL WITH TOP ENLARGEMENT OF 100MM DIA. (II) 40MM DIA BORING ETC. (AS PER APPROVAL OF M.I.C. ITEM NO. M-46.4 DATED 23.6.2017.)

LABOUR FOR BORING TUBEWELL OF REQUIRED DIA BY WATER JET SYSTEM THROUGH ANY TYPE OF SOIL STRATA INCLUDING HIRE AND LABOUR CHARGES FOR BORING PIPES, SCAFFOLDING, TOOLS AND PLANTS AS NECESSARY AND TAKING OUT THEM AND LOWERING PIPES, STRAINER BLIND PIPE ETC.AND FITTING AND FIXING THE SAME COMPLETE INCLUDING BUCKET WASHING AND OTHER INCIDENTAL WORKS IN THIS CONNECTION. THE TUBEWELL SHOULD HAVE A MINIMUM 50 MM GAP IN ETWEEN THE OUTSIDE OF THE TUBEWELL PIPE AND THE BORE. (B) FOR DEPTH MORE THAN 150 METER FOR 40MM DIA TUBEWELL WITH TOP ENLARGEMENT OF 100MM DIA. (II) 40MM DIA BORING ETC. (AS PER APPROVAL OF M.I.C. ITEM NO. M-46.4 DATED 23.6.2017.)

CARRYING ETC STORE MATERIALS VIZ PIPE, STRAINER, PUMP ETC FROM STORE TO WORK SITE. (I) FOR DEPTH UPTO 100 M (AS PER APPROVAL OF M.I.C. ITEM NO. M-46.4 DATED 23.6.2017.)

SECTION(A) PLUMBING WORKS (A)-(VI) TUBE WELL (a) Original Works 23 Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction.

BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 2. Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes ecessary trimming the sides of trenches levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.

BUILDING WORKS ( C ) BRICKWORKS, CONCRETE WORKS Etc. A. BRICK WORKS 1. Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

BUILDING WORKS ( C ) Brickworks,Concrete Works etc B. CONCRETE WORKS 1. Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation (a) 1:3:6 proportion

BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK WORKS 16. 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.

BUILDING WORKS(D) Flooring..A. ORIGINAL WORKS..(6)Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary ement).Using grey cement.(ii) 25 mm. thick.(Add extra @1.5% for each addl. floor upto 4th floor and @1.75% for each additional floor above 4th floor for item No.5 and 6 of subhead A).

SECTION 1. ------------BUILDING WORKS (I) PLASTERING, POINTING ETC. A. ORIGINAL WORKS 1.Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](ii) With 1:4 cement mortar (b) 15 mm thick plaster

SECTION 1. ------------BUILDING WORKS (I) PLASTERING, POINTING ETC. A. ORIGINAL WORKS 15 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

BUILDING WORKS ( C ) Brickworks,Concrete Works etc B. CONCRETE WORKS 4. Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety

CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.12 Supplying sign-board made of 25 mm thick sal plank with frame on all side of sal batten 50 mm x 32 mm with nailed on post 3.15m x 100mm x100mm and fitting fixing such with digging holes of dia 300 mm and depth 750 mm in all sorts of soil and repacking and consolidating the gap aroundthe post with cement concrete (1 : 3 : 6) painting 2 coats including cost of nails, bolts and nuts etc. complete in all respect as per direction of theEngineer-in-charge. Payment of concrete and painting to be made separately.(ii) 900 mm. x 600 mm. size of board.

CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.10 Hire and labour charges for coir rope fencing 25 mm dia rope single on 120 mm dia bamboo posts 1.40 m above G.L and 600 mm below G.L, 1.50 m apart including digging holes complete.

CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.5 Cutting & picking up existing metalled black top portion of road surface to an average depth of 300 mm by using Jack hammer with all necessary tool and plant including reening the serviceable materials & stacking within a lead of 75 mtr. all complete as per direction of the Engineer-in- Charge.

CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.2 Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete.(Payment to be made based on the basis of measurement of finished quantity of work.(a) With earth obtained from excavation of foundation

CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.18 Removal of rubbish, earth etc. from the working site and disposal of thesame Beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning thesite in all respect as per direction of Engineer in charge.

CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.14 Signalling arrangement at both sides of site to avoid any accident during working period 4 nos. red flags during sunlight at 4 corners and 2 nos light (lamp) in other than sunlight.

CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.13 Hire & labour charges for diesel generating set for lighting including fuel,300M wire, 11 points with 200 Watt bulb with post for hanging & maintaining the same for day & night for the period.

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