Const. of CC Footpath at Mowb I, Dariya colony and Museum colony, 2. Const. of CC Footpath at Panchali to Dariya Hill Ward No. 09 and 3. Const. of Water Supply connecting Pipeline at Mowb I, Mowb II and Museum colony under ward No. 09

Amount

C/o CC Footpath at Mowb-I, Dariya colony and Museum colony

SH - Drain

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)

I. Ordinary soil, (A) Manual Means, (i) upto 3 m depth

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification A) RCC Grade M20 Case I Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) p) Height upto 5m

a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size

Centring and shuttering including strutting, propping etc and removal of form work for : (b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).

Add Carriage of materials

C/o CC Footpath at Panchali to Dariya Hill Ward No. 09

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)

I. Ordinary soil, (A) Manual Means, (i) upto 3 m depth

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification A) RCC Grade M20 Case I Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) p) Height upto 5m

a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size

Centring and shuttering including strutting, propping etc and removal of form work for

b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc

12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).

Carriage of Engineering Materials

C/o Water Supply connecting Pipeline at Mowb-I, Mowb-II & Museum colony under ward No. 09

Providing and supplying of GI Pipe

25 mm dia

20 mm dia

15 mm dia

GI Elbow (Unik)

15 mm dia

20 mm dia

25 mm dia

GI H Socket (Unik)

15 mm dia

20 mm dia

25 mm dia

GI Union (Unik)

15 mm dia

20 mm dia

25 mm dia

GI Equal Tee (Unik)

GI R/Tee (Unik)

GI R/Socket (Unik)

GI R/Elbow (Unik)

H/Nipple (Unik)

15 mm dia

20 mm dia

25 mm dia

Tank Nipple (Unik)

15 mm dia

20 mm dia

25 mm dia

Hex Nipple (SCUD)

15 mm dia

20 mm dia

25 mm dia

Cross Tee (DRP-M)

15 mm dia

20 mm dia

25 mm dia

G.I. Short Bend (Unik)

15 mm dia

20 mm dia

25 mm dia

Solid Plug (Unik)

15 mm dia

20 mm dia

25 mm dia

Cap Plug (Unik)

15 mm dia

20 mm dia

25 mm dia

Brass Bibcock (SCUD)

15mm dia

20mm dia

Push Cock (SCUD)

15mm dia

C/o Septic Tank 3 Nos at Mowb-I, II & Kimme Pakka Itanagar

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (i) Ordinary soil.

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Reinforcement of RCC work including bending, binding and placing in position complete. b) Tar/TMT steel.

Centring and shuttering including strutting proping etc. and removal of form work for:c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 mheight).

Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in :M20

20 mm cement plaster 1 : 3 (1 cement : 3 fine sand).

Neat cement punning.

Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) finished with a floating coat of neat cement.a) 4omm thick

Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement:5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stoneaggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1cement : 3 coarse sand) finished with a floating coat of neat cement and making channels incement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominalsize) neatly finished complete as per standard design.a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight ofcover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15Kg).

Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SWdrain pipe 100 mmdia 1.80 m long complete as per standard design.

Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. a) 150 mm dia SW pipes

Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stoneaggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick asper standard design.b) 150 mm dia SW pipes

Carriage of Engineering Materials

C/o Storm Drainage at Panchali, Itanagar (100 mtr) under ward No. 09

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)

I. Ordinary soil, (A) Manual Means, (i) upto 3 m depth

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification A) RCC Grade M20 Case I Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) p) Height upto 5m

a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size

Supplying,fitting and placing Mild steel reinforcement in su -structure complete as per drawing and technical specification

Centring and shuttering including strutting, propping etc and removal of form work for : (b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).

Neat cement punning.

Add Carriage of materials

C/o Bore Well at Mowb-II Colony & Museum colony Itafort area, Gandhi Market under Ward No. 9 & 10

Surface dressing of the ground, including removing vegetation and inequalities not exceeding 15 cm depth and disposal of rubbish, lead upto 50 m and lift upto 1.50 m.

Structures (Earth work in excavation in all kind of soil.( Excluding soil containing 50%or mire shingle or small size boulder upto 30cm size saturated soil and rock…

Ground water exploration (Excavating earth by manually approximately 1.5 Mtr.dia

Supplying and fixing CC ring well cement.

M/S RUHI TACHU ENTERPRISES