Moradabad Development Authority Tender

P/L of G.S.B under base of inter locking tiles by providing coarse graded material spread in uniform type with layers with mortar graded on prepair surface mixing in place method with rotavarto at OMC and compacting with Vivratory rolar to achieve desir dencity.

Recovering of inter locking tiles. SOR 2017-18 page 51 Item 3(1)

Dismentling of exiting inter locking tiles surface, DSR 16/16.83 (-4%)

Disposal of gavage/kudar/surphase soil with in 1 Km feat with in as diveder of E/I. SOR 2017-18/261

Part- B Drain & Boundary work

Excavation in foundation in ordinary soil (loam,clay or sand ) including lift upto 1.5 meters and lead upto 30 meters and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer In-charge upto a distance of 30 meters from the foundation trenches. (S.I NO. 251 ) UPPWD SOR-2016-17

Concrete with 4 cm. gauge stone ballast, fine sand of 1.25 F.M and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.(SI NO.281) SOR 17-18

R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in slab excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. S.I. 284A/2017-18

M.S ( Tor steel or plain ) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel and its wastage, bend hooks and authorised overlapping shall be measured. (S.I.No. 504)/2017-18

M-150 brick work in 1:4(one part of cement and Four part of coarse sand of 2.75.M ) cement mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of work. (S.I. No 307A )

M-150 brick work in 1:6 cement and of coresand of 2.7 mm sand mortar in super structure on brick wall including supply of all material labaur, T&P etc. required for proper completion of work. (S.I No 307A+309+310)

2.5 mm thick D.P.C of cement sand and 2 cm gage stone in proportion of 1:2:4 including water proofing materials all comp (360). SOR 2017-18

Cement concrete wuth 2 cm gauge stone grit coarse sand and cement in 4:2:1 including supply of all materials labour and T&P etc. required for proper complication of the work S.I No 279A SOR 2017-18

12 mm thick plaster with 1:6 cement and fine sand of 1.25 fm mortar over brick work mininum thickness not less than 1 cm including supply of all materials labour T&P etc. all comp. (SI No 586/17-18

Finishing walls with superior quality water proof cement paint cement of approved make and quility on new work with three coat to give even shade including preparing surface by this throughly cleaning and sand preparing and supply of all materials labour. (SOR 2017-18, 660+661)

P/L & jointing glazed stone mork pipe grade A with stip mixture of cement morter in to as 1:1 including stesting of joint etc. comp. 150 mm dia. SOR 2017-18 (19.1.2)

PART-C- SEWER LINE (Siptic Tank & Soak Pit)

Excavation for depth upto 1.50 M B.G.L for laytin sewer ling, manhone, gully traps etc. in ordinary soil (sand, loam, clay) including cutting of joints pits, trimming, dressing, levelling and refilling of trenches in 20 cms layers, watering and ramming the same including removal of surplus earth of other desmental material upto a distance of 50 m from the centre of trench. (As per PWD SOR 2017-18)(Sewer Line)

up to 1.50 m depth PWD-251

1.50 m to 3.00 m depth PWD-254a

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50M. And lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in=charge upto a distance of 30 M from the foundation trenches.(Septic Tank)

up to 1.50 m depth PWD-251

1.50 m to 3.00 m depth PWD-254a (251+254)

Concrete with 4 cm. gauge stone ballast, fine sand of 1.25 F.M and cement in proportion of 1:4:8 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 281)/2017-18

Cement concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 1:2:4 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SOR 279/ SOR 2017-18

Laying carting and jointing 350 mm dia RCC NP3 S&S type pipe site of work lowering the same depth up to 0.00 to 1.50 M BGL true to alignment chaucking the joint with 1:2 cement and coarse sand mortar including excavation of earth below invert level of pipe cost of all jointing its testing etc. complete.

Construction brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 ( 1 Cement:4 coarse sand) , inside cement plaster 12 mm thick with cement mortar 1:3 ( 1 Cement:3 coarse sand) finished iwth a floating coat of neat cement, foundation concrete 1:3:6 mox ( 1 cement :3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 ( 1 Cement:2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complet as per standard design: 0.91 m deep with SFRC cover anf frame (heavy duty, HD- 20 grade designation) 560 mm internal diameter conforming to IS. 12592, total weight of cover and frame to be not less than 182 kg, fixed in cement concrete 1:2:4 ( 1 cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) with common burnt F.P.S (non modular brick of class designation 7.5.

Exta depth for circular type manhole 0.91 m internal dia (at bottom beyong 0.91 m to 1.67m with common burnt clay FPS ( Non modular) bricks of class designation 7.5 (19.9.1/DSR 2016(-4%)

M-150 brick work in 1:4(one part of cement and Four part of coarse sand of 2.75.M ) cement mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of work. (S.I. No 307A ) /SOR 2017-18 (19.10.1/DSR 2016(-4%)

R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in slab excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. S.I. 284A/2017-18

M.S ( Tor steel or plain ) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel and its wastage, bend hooks and authorised overlapping shall be measured. (S.I.No. 504)/2017-18

200 mm thick rough cast extenal cement plaster on wall consisting 10 mm thick backing of 1:3 cement mortar (1 Cement 3 corse sand) and 10 mm thick finish coasts of 1:3 cement mortar ( 1 Cement 3 corse agreegate size of 6 mm to 12mm) including areas chamforing and or round agles not exceeding 80 mm. SOR 2017-18 New Item 01 Page 36)

PART-D- WATER LINE

Excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5 meters and lead upto 30 meters and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into plinth and removal and disposal of surplus earth as directed by Engineer incharge upto a distance of 30 meters from the foundation trenches (S.I. No. 251)/SOR 2017-18

Providing and fixing 15 mm dia I.S.I marked G.I pipe complete with G.I specials such as bends, Tee, socket cross clamps etc including filling the treches etc required for proper completion of the work. (PWD SOR 18.10.1)

Making water Connection of G.I. pipe line with G.I. mains (25 to 40mm) dia by providing and fixing brass ferruel 25mm dia G.I. Union and G.I. nipple including cutting and threading the pipe inspection testing cutting and makin good the road excluding bond with nagar palika fixing of pipe line upto the point near the building complete work including supply of all materials labour t&p etc. required for proper completion of the work. (DSR 16/18.13.1)