Improvement and Augmantation of LWSS Nar Noti under JJM in G.P. Kotla Molar Tehsil Dadahu

Amount

Excavation in foundation & plinth in earth work in all kinds of soil containing spade work, blasting work, jumper work including decomposed soft and hard rock etc. with all lifts stacking the excavated soil not mote than 3 m trs clear from the edge of the excavation and then returning the stacked soil in 15cm layer when required into plinth side of watering and then disposing of all surplus excavated earth with in all leads, lifts foundation etc. consolidating each deposited layer by ramming and complete in all respects and as directed by the Engineer Incharge.

Providing and laying cement concrete 1:4:8 (1cement:4app.sand:8app. graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all height and depth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and laying cement concrete 1:1 ½:3(1cement:1½app.sand:3app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30X30X5mm . So as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in, including all leads, lifts for insitu-reinforced concrete and plain concrete work in, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

a)Flat surface such as soffits of suspended floors, roofs,landings and the like floors etc.in all thickness.

b)Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses,plinth and string sources and the like.

Providing and laying cement concrete 1:1 ½:3(1cement:1½app.sand:3app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforced for reinfoece concrete work in wall(any thickness not less than 0.1m thickness) attahced pillaster buttresses, plinth and string courses etc. from top of foundation level upto floor two level,including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..

Providing and laying reinforced cement concrete work 1:1 ½:3(1cement:1½app.sand:3app.graded stone aggregate 20 mm nominal size) nominal size and curing complete excluding cost of form work and reinforcement for RCC work in suspended floors roofs, landings shelves and their supports balconies beams,girders bressumers and cantilevers upto floor two level in all height and depth, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing tor steel reinforcement for RCC work including banding, binding and placing in polsition complete upto floor two lelvel including all leads, and carriage of material at site and as directed by the Engineer Incharge.including cost of binding wires.

Supplying and fixing C I ( man holes cover )with locking arrangement for frame of internal dimension 455x610 mm rectangular MS cover ( light duty) single seat the weight of cover to be not less 23 KG, I/c allleads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Fixing G.I pipe for scour pipe, outlet pipe 50mm dia , including all leads, lifts and carriage of material at site and as directed by tbe Engineer Incharge.

Steel work welded in built up sections , trusses and framed work including cutting, hoisting, fixing in position and applying and priming coat of red lead paint in gratings, framed guard bars, ladders, railings , brackets and similar work. including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Excavation in drains and channels etc.in earth work in all kinds of soil such as Kankar Moorum,Shingles, Conglomerate saturated soil decomposed or soft rock &hard rock by blasting including dressing of sides and beds,disposing of excavated earth with all leads, lifts disposed earth to be levelled and neatly dressed and thenreturning the stacked soil into foundation and trenches etc. including ramming and consolidating the same whereever required with all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge.

Laying and jointing GMS pipes(light grade)of various dia metre for stands post and scour pipe including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

40mm dia (L)

32mm dia (L)

25mm dia (L)

15mm dia (L)FHTC

Dismantling of old pipe line & distribution lines including stacking of serviceable pipes and unserviceable pipe separately(Earth work to be measures and paid separately) including all leads, lifts and carriage of material at site and as directed by the Engineer in charge.

32mm dia (L)

25mm dia (L)

20mm dia (L)

15mm dia (L)

Relaying and jointing of existing dismentalled pipe of distribution lines GMS pipes (light grade) of various diametre including all leads , lifts and carriage of material at site directed by the Engineer Incharge.

32mm dia (L)

25mm dia (L)

20mm dia (L)

15mm dia (L)

Providing and fixing G.I.Fitting of approved make and relevent ISS complete in all respect i/c all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

G.I.Union

40mm dia

32mm dia

25mm dia

15mm dia

Providing and fixing brass fullway valve with wheel including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

40mm dia

32mm dia

25mm dia

Manufacturing & supplying of G.I. pipes manifold distributor vertical with 65 mm dia (G.I. Pipe will be issued by the department free of cost) by cutting and welding the distributor shall be 50 cmlong having4 no's 15 cm diab connection at the top with 10" long nipple of 15 mmdia G.I. pipes both side& providing elbow 15 mm dia and 25 mm dia to 32 mm dia bottom inlet by properly pluging at the top with G.I. socket and with MS sheet 3.15 mm thick at the bottom as per direction of the Engineer-in -charge at the site of work.

P/F nipple 15 mm dia

Demolition below G.L. up to 1.50 mtrs depth and disposal of unserviceable materials with in 20 mtr lead unreinforced cement concrete more then 15cm thickness. I/c all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Cement concrete flooring 1:2:4(1cement :2app sand:4app graded stone aggregate 20mm nominal size ) laid in one layer finished with a floating coat of neat cement 40mm thick including all leads,lifts and carrige of material at site and as directed by the Engineer Incharge.

Dismantling doors,windowos and clearstory windows,ventilators etc. (wood or steel) shutters I/c chowkhats, architravas,holdfasts and other attachments etc. complete and stacking them with 20mtrs lead not exceeding 3sqm. In area.including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing framed work in door, window, clearestory window and other frames wrought,framed and fixed in position in sal wood.

Providing and fixing panelled and glazed shutter for doors, window and clearstory window i/cbright finished /black enamlled iron butt with necessary screw 40mm thick 2nd class d/ wood i/c all leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

Painting two coats (excluding priming coat) on previosly painted wood & wood based surfece with enamal paint to give an even shade including cleaning the surface of all dirt dust and other foreiign matter , sand papering and stoping with paint other then white , leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing and laying reinforced cement concreter 1:2:4 (1cement :2app.sand:app.graded stone agg.40mm nominal size) and curing complete excluding cost of form work in floor roof in all height and depth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

20mm cement plaster in single coat on rough side of brick stone masonary for interier plastering upto floors two level including arrisis ,internal rounded angle ,chamfers and rounded angles not exceeding 80mm in girth and finished even and smooth in cement morter 1:6(1cement:6app sand)including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

White washing with lime on undecorated wall surface (two coat) to give an even shade including thourghly brooming the surface to remove all dirt ,dust morter dirts and other foreign matter including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing plinth protection 50mm in cement concrete 1:3:6(1cement :3app sand:6app graded sotne agg. 20mm nominal size) including finishing the top surfece of concrete smooth including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Constructing course rubble hammer dressed ' U ' shape open surface drain with side walls 15 x 22 cms. in cement mortor 1 : 6 (1 cement : 6 sand ) and inside plastering with cement plaster in cement mortor 1 : 3 (1 cement : 3 sand ) including earth work and laying 10 cms.cement concrete in 1 : 5 : 10 ( 1 cement : 5 sand : 10 graded stone aggregate of 40 mm nominal size and 7.5 cms.cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 graded stone aggregate of 20 mm nominal size ) and finished with a floating coat of neat cement complete as per standard design. including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing and fixing following anodized aluminium fittings of anodized transparent and shade with etc. necessary screw complete

(a) Sliding door bolts 200 x 16 mm.

(b-i) M.S. tower bolts (Barrel type) leads and lifts. 250 x 10 mm.

(b-ii) M.S. tower bolts (Barrel type) leads and lifts. 200 x 10 mm.

(b-iii) M.S. tower bolts (Barrel type) leads and lifts. 100 x 10 mm.

(c-i) M.S. handles 125 mm dia

(c-ii) M.S. handles 100 mm dia

Providing and fixing M.S hooks and eyes 100mm including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing 40x3mm flat iron hold fast 40 cm long including fixing to frame with 10mm dial meters bolts and nuts and wooden plug and embeding in cement mortar block 30x10x15cm in C M 1:3:6 (1cement:3sand:6 graded stone aggregate 20mm nominal size.

Chaman Lal Contractor

Deepak Kumar Contractor

KESHWA NAND