Development of new gardens along both sides of approach road of IID Centre Rangia dist Kamrup

Amount

Earth work in excavation for foundation trenches of walls, footings of columns ,steps and septic tank etc. including refilling the quantity as necessary after completing of works etc. bailing out water where necessary as directed and specified. (A) Up to a depth of 2 m below the existing ground level. (a)In hard/ dense soil. For fencing wall,

Providing soling in foundation and under floor at all level with stone/ best quality picked jhama bricks,sand and packed and laid to level etc complete (a) Brick flat soling

Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary and curing complete (shuttering where necessary shall be measured and paid separately). (a) In prop 1cement: 3 sand :6 coarse aggregate by volume

Providing and laying plain / reinforced cement concrete works with coarse sand & 20 mm downgraded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work ( form work and reinforcement will be measured and paid separately) (i) Using mixture machine (a) In substructure up to plinth level. Foundation , footing column with base , tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100 mm thick up to plinth level. (b) M 20 or prop. 1:1.5: 3

Providing form work of ordinary timber planking so as to give a rough finish including centering , strutting , and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4.0 m and removal of the same for in situ reinforced concrete and plain concrete work. 3.1.1.1. Foundation, footing, base of column, raft, and mass concrete works etc. (b) Using 25 mm thick plank.

Sides of tie beams, grade beams etc. at or below ground level. (a) Using 25 mm thick plank For tie beam

Columns, pillars post & strut (a) Square, rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face. (a) Using 25 mm thick plank

1st class brick work in cement mortar including racking out joints and dewatering if necessary, and curing complete as directed in super structure above plinth level up to 1st floor level (protruding M.S rod/ Torsteel of column to embedded in cement mortar and will be measured and paid separately) (A) 112 mm thick brick wall (a) In cement mortar prop 1:4.

15 mm thick cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. A) On rough side b) In cement mortar 1:4

Supplying, fitting & fixing chain link fencing of 10 SWG, GI Wire 50 mmx 50mm mesh fitted to M.S angle iron post at 2000 mm apart of specification detailed below including supplying fitting and fixing hook eye bolts including three horizontal lines of GI wire 10 SWG at top middle and bottom and with one vertical line to each fencing tight and erect complete, including one coat of primer painting to MS angle iron post in PCC base etc with following. a) Corner and end posts with M.S angle of size 50mmx50mmx5mm and length not less than 1800 mm only duly slotted and bottom torqued with two numbers as stay posts. b) Intermediate posts with M.S angle of size 40mmx40mmx5mm and length not less than 1800 mm only duly slotted and bottom torqued and splayed. c) Stay posts with M.S angle of size 35mmx35mmx5mm and length not less than 1800 mm only duly slotted and bottom torqued and spalyed. All MS angle iron posts are to be fitted to PCC base embedded not less than 600 mm ( PCC work shall be measured and paid separately)

Applying one coat of cement primer of approved brand and manufacture on new wall surface after throughly brooming the surfaces free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth.

Applying priming coat over new steel and metal surface up to 100mm in width/girth after and preparing the surface by thoroghly cleaning oil, grease,dirt and other foreign matter and including preparing surface even and sand papering and knotting. (a) With ready mixed “red-lead” primer. For angle posts

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on new wall surface (two coats) to give an even shade after throughly brooming the surfaces to remove all dirt and remains of loose powdered materials.

Painting two coats (excluding priming coats) on new steel and metal surface with enamel paint to give an even shade including cleaning surfaces of dirt, dust and foreign materials sand papering and stopping. (ii) Surfaces up to 100 mm in width/girth. (b) High Gloss (Asian Paint/Berger paint/ICI paint/ J & N paint/ Nerolac).

Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint of approved brand and manufacture(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surface of all dirt, dust and other foreign matter. (i).Surfaces over 100mm in width or girth. b). High gloss(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S Codes for R.C.C works/ R.B walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, support etc complete.(Up to first floor) b) Other ISI approved TMT reinforcement bar (SRMB/SAI/BISCON/XTECH) ( for Assam type building, drain works, retaining wall & boundary wall etc.) Footing,

c) ISI approved – M.S Reinforcement bar

Stone masonary work in retaining wall, wing wall, abutment, foundation, steps, plinth etc. in cement mortar in prop 1:6 with levelling course of 1:6:12 with both faces hammer dressed including bonding, providing face stone, through stone and centering including racking of joints, curing and supplying and all carriage of stone as directed including payment of forest royalty and sales tax and carriage. (a) Random Rubble Masonry

Raising low site around building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc complete including payment land compensation, FR, ST, municipal gate fees, if nay monopoly duty etc. (Profile, measurement to be taken and 12.50% deduction for shrinkage to be made from total quantity) as directed and specified. (b) Other than Guwahati City In general land filling of the low lying area,

M/S Das Enterprise

M/S H K CORPORATION

SRI GOPAL DEKA