Construction of Infrastructure at Nilung Tungko Gurukul at Pabo, Pangin, Siang District

Amount

SH : SECURITY FENCING

Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) Ordinary Soil

Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete work in lintels, beams and bresumers up to 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 centering, shuttering and reinforcement. a)M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to 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 exluding cost of centring, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete.

d) Lintels, beams, girders, bressumers and cantilevers etc.

e) Column, pillars, posts and struts etc.

Reinforcement of RCC work including bending, binding and placing in position complete. b) Cold twisted bars.

Masonry with pre-cast cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone. Agg. 20 mm nominal size ( block in cement morter 1:4 ( 1 cement 4 fine sand ( in foundation and plinth.)

Extra Pre-cast masonry in super structure

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

15 mm cement plaster 1:4( 1 cement :4 fine sand on rough side of single or half brick wall

White washing with whitng on new work ( three or mor coats) to give an even shade

Colour washing such as green in one coat

Providing and fixing angle iron post of 50x50x6 mm section and o.o6 long 'Y' type i/c making holes of 8 mm dia at 15 cm interval towards top portion and bottom 5 cm should be split up into two i/c one coat of steel primer (Red oxide ) as per direction of Engineer-In-Charge.

P/F barbed wire i/crection of barbed wire with iron angle post, fitting with stapples .

Carriage of materials including loading & unloading (i) Cement

(ii) Sand

(iii) Blocks

(iv) Aggregate

(v) Steel

(vi) Planks

SH: C.C. PAVEMENT

Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.

Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.

Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base material,spreading in uniform layer with motor grader on preapared surface,mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401) A. By Manual Means (i) Grading- I (Using Screening Crushable type such as Moorum or Gravel)

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Carriage of materials including loading & unloading (i) Cement

(ii) Sand

(iii) Aggregate

SH: CC 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 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

12 mm Cement plaster in 1: 4 ( 1 Cement : 4 Fine sand )

Carrying cost of materials including Loading and Unloading (i) Cement

(ii) Sand

(iii) Aggregate

SH: DORMITORY

Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.

Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.

Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone single 40 mm nominal size) excluding the cost of centring and shuttering.

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to 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 exluding cost of centring, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Centring and shuttering including strutting, propping etc and removal of form work for : e) Columns, pillars etc..

Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.

Providing and fixing 25 mm to 40 mm diameter muli bamboo roof frame at 15cm centre to centre including G.I. wire tied complete with one layer dhari mat lining on roof frame.

Bamboo shingle roofing with 10cm spacing of shingles and bamboo battens tied with G.I. wire including erecting and placing in position complete ( roof frame to be paid separately).

Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or/and residual bitumen applied hot @ 1.45, 1.20 & 1.70 Kg. per Sq.m. of area respectively, second & fourth courses of roofing felt type-2 grade-I (fibre base self finished bitumen felt) and sixth and final course of stone grit 6 mm and down size or pea size gravel spread at 6 Cu.dm. per Sq.m. includin preparation of surface excluding grading complete.

Ridge and hips with double dhari and one layer of tarja.

Providing champakampa tarja ceiling with split bamboo battens and tied with G.I.wire including fitting and fixing complete.

Providing and fixing one layer of champa kampa tarja wall with split bamboo (tarja) 75 mmwide and bamboo battens of 40 mm wide including one layer of dhari lining and tying with GI wire complete as per drawing and as directed by the Engineer-in-Charge (opening for doors and windows not to be deducted).

Reinforcement of RCC work including bending, binding and placing in position complete. a) Cold twisted bars.

Providing and fixing Barak bamboo 75 mm dia to 100 mm dia posts, posts plates, ties, king posts etc tied with coir rope.

Providing approved best available local wood (class B-II) work in frames of doors, windows, clearestory windows and other frames, wrough framed & fixed in position.

Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws. a) 38mm thick best available local wood class - B I

Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws. b) Ornamental grill.

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

Painting two coats with oil type wood preservative of approved brand and manufacture on new work

Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.

Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade.

Carriage of materials including loading & unloading (i) Cement

(ii) Sand

(iii) Aggregate

(iv) Steel

(v) Planks

SH: TOILET BLOCK

Earth work in excavation in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50 m and lift upto 1.50 m.

Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.

Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to 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 exluding cost of centring, shuttering and reinforcement. a) Column

Reinforcement of RCC work including bending, binding and placing in position complete. a) Cold twisted bars.

Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand).

Centering and shuttering i/c strutting proping and removal form work - walls attached buttresses.

P/F 40 x 3 mm flat iron hold fasts 40 cm long i/c fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embeddings in C.C. block -

Providing approved best available local wood (class - B-II) work in frames of doors, windows clastory windows and other frames frames wrought framed and fixed in position -

Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position.

P/F pannelled, glazed shutters for doors windows and clastory windows i/c aluminium butthinges with necessary screws -(a) 38 mm thick best available local wood class - B-1

P/F C.G.J sheet roofing fixed with G.J 'J' or 'L' hooks bolts & nuts - 8 mm dia with bitumen and G.J limpet washers or G.J limpet washer filled with white leads 0.63 mm thick sheet -

Re-filling excavated earth in foundation and plinth etc in 15 cm layer i/c ramming and watering etc -

C.C flooring 1:2:4 (20 mm nominal size) finished with floting coat of neat cement -

Pre-cast terrazzo tiles 20 mm thick with white, black or white and black marble chips of sizes up to 6 mm laid in floor, treads of steps and landings on 25 mm thick bed of cement mortar 1 : 3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete with pre-cast tiles of

12 mm thick cement plaster 1:4

Neat cement punning -

Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work i/c priming coat of whiting to give an even shade -

Applying priming coat with ready mixed pink primer of approved brand of approved brand and manufacture on wood work -

Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade -

P/F white vitreous china water closet squating pan (Indian type) W.C. pan) size 580 mm with 100 mm sand cost iron 'P' or 'S' trap 12.5 flushing cistern with fitting all complete. - a) Long Pan patten WC Pan

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x430x265 mm sizes respectively with CI automatic flushing cistern with fittings, RS or CI brackets standard size galvanized steel flush pipe and spreaders with brass unions and GI clamps complete including painting of cistern and fittings, cutting and making good the walls and floors where required. a) One urinal basin with 5 Litres CI automatic flushing cistern

Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CPbrass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required. a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality.

P/F G.J. pipes complete with G.J. fitting and clamps i/c cutting and making good 15 mm nominal size -

P/F brass bibcock of approved quality 15 mm nominal bore -

P/F brass stop cock of approved quality -

Carriage of materials including loading & unloading (i) Cement

(ii) Sand

(iii) Aggregate

(iv) Steel

(v) CGI Sheet

(vi) Timber

SH: SEPTIC TANK

Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.

Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.

Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to 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 exluding cost of centring, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).

Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size).

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 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).

Centring and shuttering including strutting proping etc. and removal of form work for: a) Foundation, footings, bases of columns etc.

b) Walls (any thickness)

c) Suspended floors

e) Column, pillars,

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

Neat cement punning.

Reinforcement of RCC work including bending, binding and placing in position complete. b) Cold twisted bars.

Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain 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) 100 mm dia SW pipes

Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design. a) 100 mm dia SW pipes

Carriage of materials including loading & unloading (i) Cement

(ii) Sand

(iii) Aggregate

(iv) Steel

M/S HUMI REYI ENTERPRISE (BID ID -7128)