- C/O Gram Panchayat Ghar under RGPSA Scheme at G.P. Gahali Dev. Block Nadaun Distt. Hamirpur H.P.

Amount

Excavation in foundation, trenches etc. in earth work in all classification of soil such as pick work, jumper work, pick jumper work, blasting work, jumper blasting work, soft and hard blasting and saturated soil, de-watering, including wedging out rocks where blasting work is prohibited, chiseleing or any other mixed variety of soil, de-watering and/or removal of slush and incidentals, lift upto any heights, stacking the excavated soil not more than 3 mtrs (Three metres) clear from the edge of excavation and then retuning the stacked soil in 15cm (Fifteen centimetre)layers, when required into plinths, sides of foundation etc; consolidating each deposited layer by ramming, watering and then disposing of all excavated earth as directed by the Engineer-in-Charge, within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- Incharge.

Providing form work with steel plates of 3.15mm (Three decimal one five millimetres) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimetres), so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in flat surfaces such as soffits of suspended floors roofs, landings as per Architectural drawing and the like floor etc. within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

foundation footings and plinth vertical surfaces

flat surface

Edges of slab

Providing and laying cement concrete1:4:8 (One cement isto Four sand isto Eight graded broken/crushed stone aggregate 40mm (Forty milimetres ) nominal size and down gauge) mechanically mixed and curing complete excluding cost of forms work in foundation and plinth within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and laying cement concrete work of grade M-20 (M- twenty) design mix to obtain the compressive strength of 20N/mm2 (twenty newton per square millimeter) cement contents not less than 320 kg (Three hundred twenty kilogram) per cubic meter, mechanically mixed and vibrated including curing complete, excluding cost of form work and reinforcement for reinforced concrete work in suspended floors, roofs, landings, shelves their supports balconies, beams, girder, bressumers and cantilevers etc; within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing Tor steel reinforcement for reinforced cement concrete work including bending, binding, straighting, cutting and placing in position complete including cost of binding wires complete and other incidentals due for its completion for all floors within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Second class brick work using common burnt clay building bricks in super-structure upto all floor level in cement mortar 1:6 (One cement isto Six sand) within all leads, lifts of materials and other incidentals, as per approved drawing, design and as directed by the Engineer-in-Charge.

Second class half brick work using common burnt clay building bricks in super-structure upto all floor level with hoop iron in cement mortar 1:4(One cement isto four sand). within all leads, lifts of materials and other incidentals, as per approved drawing, design and as directed by the Engineer-in-Charge.

Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (One cement : Six sand : Twelve graded crushed stone aggregate 20mm (Twenty milimetres) nominal size) at plinth level in cement mortar 1:6 (One cement: Six sand) complete, within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing & fixing wood work in frames of doors windows, clearestory, windows and other frames wrought, framed and fixed in position in all respect (Sal wood) within all leads, lifts of materials and other incidentals.

Providing and fixing flush door shutters core of block board construction with frame of first class hard wood and well matched first class indian teak ply veneering with vertical grains or cross band and face vaneers on one face and commercial ply veneering with vertical grains cross band on other face of shutters 40 mm thick including black enamelled M.S.butt hinges within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- In-charge.

Providing and fixing paneled glazed or panelled and glazed clerestory windows. shutters for doors windows and Including black enamelled iron butt hinges with necessary screws 40mmthick 2nd class deodar wood within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- Incharge.

Providing and fixing Pilot/sheel or equivalent anodized aluminum sliding door bolts anodized transparent or dyed to required colour and shade with necessary screws etc. within all leads, lifts of materials and other incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

300x16mm (Three hundred into Sixteen milimetres) size

250x16mm (Two hundred fifty into Sixteen milimetres) size

Providing and fixing aluminum Pilot/sheel or equivalent anodized transparent or dyed to required colour and shade with necessary screws etc.Tower bolts (Barrel type) as approved drawing, design and as directed by the Engineer-in-Charge.

200x10mm (Two hundred fifty into Ten milimetres) size

150x10mm (One hundred fifty into Ten milimetres) size

Providing and fixing aluminum Pilot/sheel or equivalent anodized transparent or dyed to required colour and shade and of approved make with necessary screws etc. handles with the necessary screws etc. complete. within all leads, lifts of materials and other. incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

125mm (One hundred twenty five milimetres) size

100mm (One hundred milimetres) size

Providing and fixing oxidized 150mm (One hundred fifty milimetres) size M.S. hooks and eyes complete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge

Providing 40x3 mm flat iron hold fast 40cm. Long including fixing to frame with 10mm diameter bolts & nuts and wooden plugs and embeding in cement concrete block 1:3:6 ngraded stone aggregate 20 mm nominal size, cement concrete block 30x10x15cm. 1:3:6 ( 1 cement : 3 sand:

Providing and fixing on wall face 100mm (One hundred milimetres) diametres P.V.C. rain water pipes of water pressure 4/6kg (four / six kilogramme) as per ISI finolex / Ralpipe / vectos or its equivalent pipe confirming to IS code 13592 for rain water pipe fixed with approved adhesive including filling the joints complete within all leads, lifts of materials and other incidentals, and as directed by the Engineer-in-Charge.

Providing and fixing 100mm (One hundred milimtres) diametrees PVC Plain bend on wall face P.V.C. acessories for rain water pipes of washing pressure 4/6kg (four / six kilogramme) as per ISI finolex / Ralpipe / vectos or its equivalent confirming to IS code 13592 for rain water pipe fixed with approved adhesive including filling the joints complete within all leads, lifts of materials and other incidentals. and as directed by the Engineer-in-Charge

Providing and fixing M.S. holder bat clamps of approved design to P.V.C.. rain water pipe embedded in and including cement concrete blocks 10x10x20cm of 1:2:4(One cement: Two sand: Four graded crushed stone aggregate 20mm (Twenty milimetres) nominal size and cost of cutting holes and making good the walls etc; within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- Incharge.

Applying priming coat over new wood and wood based surfaces after and including prepering the surface by thoroughly cleaning oil,grease,dirt and other foreign matter) sand papering and knotting with ready mixed paint brushing wood primer pink within all leads, lifts of materials and other incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

Painting two coats with white paint (excluding priming coat) on new wood and wood based surfaces,with readymixed paint,brushing to give an even shade including cleaning of all dirt,dust and other foreign matter sand papering and stopping within all leads, lifts of materials and other incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

6mm (Six milimetres) thick cement plaster in ceiling with cement mortar 1:3 (One cement: Three sand) for all heights within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

15mm (Fifteen milimetres) thick cement plaster in single coat on fair side of brick/concrete/ stone walls for interior plastering upto all floor levels including arises internal rounded angles, chamfers and or rounded angles not exceeding 80mm (Eighty milimetres) in girth and finished even and smooth with cement mortar 1:6 (One cement: six sand) within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

15mm (Fifteen milimetres) thick cement plaster in single coat on rough side of brick/concrete/stone walls for interior plastering upto all floor levels including arises internal rounded angles, chamfers and or rounded angles not exceeding 80mm (Eighty milimetres) in girth and finished even and smooth with cement mortar 1:6 (One cement: six sand) within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces(two coats)to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powered material within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer- Incharge.

Providing Distemper (Two or more coats) of approved brand and manufacture and of required shade on un-decorated wall surfaces to give an even shade over and incuding a priming coat with distemper primer of ap-proved brand and manufacture after thoroughly brushing the surface free from mortar droppings and also including preparing the surface even and sand papered smooth primer coat with distemper primer within all leads, lifts of materials and other incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing under layer for plinth protection of 75mm (Seventy five milimetres) thick(un-consolidated)bed of dry brick/stone aggregate 40mm (Forty milimertres) nominal sizes well rammed and consolidated and grouted with fine sand including preparation of ground within all leads, lifts of materials and other incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing plinth protection 50mm (Fifty milimetres) thick cement concrete 1:3:6 (One cement: Three sand: Six graded crushed stone aggregate 20mm (Twenty milimetres) nominal size) including finishing the top surfaces of concrete smooth within all leads, lifts of materials and other incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

Sandeep Kumar Dhiman

Pankaj Thakur