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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.3 LAccepted-Finance WARD NO 10 DEVINAGAR PAONTA SAHIB DISTRICT SIRMOUR H P | ₹10.3 L | 1 | Accepted-Finance All codal formalities has been completed. |
| 2 | 2₹11.1 LAccepted-Finance VILL P O DARGIA SAKRI TEHSIL DEHRA DISTT KANGRA HP | MANDI | HIMACHAL PRADESH | 175013 | ₹11.1 L | 2 | Accepted-Finance All codal formalities has been completed. |
| 3 | 3₹11.5 LAccepted-Finance R O BINDLA P O MILLAH TEHSIL SHILLAI DISTT SIRMOUR H P | ₹11.5 L | 3 | Accepted-Finance All codal formalities has been completed. |
| 4 | 4₹11.6 LAccepted-Finance VILL MANOH P O BASSI TEH JOGINDER NAGAR DISTT MANDI H P | JOGINDER NAGAR | MANDI | HIMACHAL PRADESH | ₹11.6 L | 4 | Accepted-Finance All codal formalities has been completed. |
| 5 | 5₹11.6 LAccepted-Finance | ₹11.6 L | 5 | Accepted-Finance All codal formalities has been completed. |
| Sl No | Description | Qty | Unit | jagdish L3 | TEK CHAND L2 | ASLAM L6 | Islam L5 | RAKESH L1 | CHAMEL SINGH L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 SqM on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mtr all kind of soil including all leads, lifts & carriage of material & to the entire satisfaction of Engineer -in-Charge. (As per code No. 2.9.1 page 65) | 52.43 | Per Cubic Meter | 220 ₹11,534.60 | 232.12 ₹12,170.05 | 150 ₹7,864.50 | 160 ₹8,388.80 | 250 ₹13,107.50 | 220 ₹11,534.60 |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 CM in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 mtr. Including all leads, lifts and carriage of material & to the entire satisfaction of Engineer in-Charge. (As per code No. 2.25 Page 68) | 10.93 | Per Cubic Meter | 50 ₹546.50 | 99.6 ₹1,088.63 | 100 ₹1,093 | 110 ₹1,202.30 | 118 ₹1,289.74 | 110 ₹1,202.30 |
| 3.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 KM also including ramming and watering of the earth in layers not exceeding 20 CMs in trenches, plinth sides of Foundation etc. complete including all leads, lifts & carriage of material & to the entire satisfaction of Engineer -in-Charge. (As per code No. 2.25 (a) Page 68) | 10.93 | Per Cubic Meter | 50 ₹546.50 | 216.32 ₹2,364.38 | 200 ₹2,186 | 120 ₹1,311.60 | 235 ₹2,568.55 | 210 ₹2,295.30 |
| 4.00 | Supplying and filling in plinth with sand under floors, including watring, ramming, consolidating and dressing complete including all leads, lifts and carriage of material & to the entire satisfaction of the Engineer -in-Charge. (As per Code No. 2.27 Page 68) | 4.37 | Per Tonne | 700 ₹3,059 | 1,504.12 ₹6,573 | 1,000 ₹4,370 | 1,200 ₹5,244 | 1,800 ₹7,866 | 1,400 ₹6,118 |
| 5.00Concrete Work: | |||||||||
| 5.01 | Providing and laying in position cement concrete of specified grade excluding the cost of concrete and shuttering -All work upto plinth level 1:4:8 (1 cement:4 fine sand:8 graded stone aggregate 40mm nominal size) including all leads, lifts and carriage of material & to the entire satisfaction of the Engineer -in -Charge. (As per Code No. 4.1.8 Page 73) | 7.39 | Per Cubic Meter | 3,200 ₹23,648 | 3,964.16 ₹29,295.14 | 4,000 ₹29,560 | 4,500 ₹33,255 | 3,190 ₹23,574.10 | 4,100 ₹30,299 |
| 5.02 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement:3 coarse sand (Zone-III):6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling and dressing & finishing the top smooth, including all leads, lifts & carriage of material & to the entire satisfaction of Engineer-in-Charge. (As per Codee No. 4.17 Page 76) | 12.23 | Per Square Meter | 450 ₹5,503.50 | 333.08 ₹4,073.57 | 450 ₹5,503.50 | 250 ₹3,057.50 | 415 ₹5,075.45 | 310 ₹3,791.30 |
| 6.00Reinforced Cement Concrete: | |||||||||
| 6.01 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15ñ landings, balconies, shelves, Chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering and shuttering, finishing and reinforcement with 1:1.5:3 (1 Cement:1.5 Coarse Sand: 3 graded stone aggregate 20 mm nominal size) including all leads, lifts & carriage of material and to the entire satisfaction of Engineer-in-Charge (As per Code No. 5.3 Page 79) | 16.11 | Per Cubic Meter | 6,100 ₹98,271 | 6,268.6 ₹1.0 L | 6,500 ₹1.0 L | 5,200 ₹83,772 | 4,700 ₹75,717 | 6,900 ₹1.1 L |
| 7.00Centering and Shuttering including strutting, propping etc. & removal of form work for:- | |||||||||
Tender Value
₹13.7 L
EMD Value
₹27,500
Closing Date
4 Feb 2026, 11:00 amClosed
DFO Paonta Sahib
DFO Paonta Sahib
Construction of Forest Gaurd Hut Chhacheti, Block-Chhacheti, of Paonta Sahib forest Range under Paonta Sahib Forest Division.
2026_FD_126158_2
5074_2025-26_02
Open Tender
Civil Works - Buildings
Chhacheti
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,500
Payable To
₹27,500
8 Feb 2026
29 Jan 2026
4 Feb 2026
29 Jan 2026
4 Feb 2026
29 Jan 2026
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 SqM on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mtr all kind of soil including all leads, lifts & carriage of material & to the entire satisfaction of Engineer -in-Charge. (As per code No. 2.9.1 page 65)
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 CM in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 mtr. Including all leads, lifts and carriage of material & to the entire satisfaction of Engineer in-Charge. (As per code No. 2.25 Page 68)
Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 KM also including ramming and watering of the earth in layers not exceeding 20 CMs in trenches, plinth sides of Foundation etc. complete including all leads, lifts & carriage of material & to the entire satisfaction of Engineer -in-Charge. (As per code No. 2.25 (a) Page 68)
Supplying and filling in plinth with sand under floors, including watring, ramming, consolidating and dressing complete including all leads, lifts and carriage of material & to the entire satisfaction of the Engineer -in-Charge. (As per Code No. 2.27 Page 68)
Concrete Work:
Providing and laying in position cement concrete of specified grade excluding the cost of concrete and shuttering -All work upto plinth level 1:4:8 (1 cement:4 fine sand:8 graded stone aggregate 40mm nominal size) including all leads, lifts and carriage of material & to the entire satisfaction of the Engineer -in -Charge. (As per Code No. 4.1.8 Page 73)
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement:3 coarse sand (Zone-III):6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling and dressing & finishing the top smooth, including all leads, lifts & carriage of material & to the entire satisfaction of Engineer-in-Charge. (As per Codee No. 4.17 Page 76)
Reinforced Cement Concrete:
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15ñ landings, balconies, shelves, Chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering and shuttering, finishing and reinforcement with 1:1.5:3 (1 Cement:1.5 Coarse Sand: 3 graded stone aggregate 20 mm nominal size) including all leads, lifts & carriage of material and to the entire satisfaction of Engineer-in-Charge (As per Code No. 5.3 Page 79)
Centering and Shuttering including strutting, propping etc. & removal of form work for:-
Suspended Floors, Roofs, Landings Balconies & Access Platforms including all leads, lifts & carriage of material to the entire satisfaction of the Engineer -in-Charge (As per Code No. 5.9.3 Page 80)
Lintels, Beams, plinth beams, girders, bresummers, & cantilevers, including all leads, lifts & carriage of material & to the entire satisfaction of the Engineer-in-Charge (As per code No. 5.9.5 Page 80)
Stairs (Exluding landings) except spiral staircases, including all leads and carriage of amterials to the entire satisfaction of the Engineer-in-Charge (As per code No. 5.9.7 Page 80)
Edges of slabs & breaks in Floors & wall under 20 CM wide, including all leads, lifts & carriage of material & to the entire satisfaction of the Engineer -in-Charge (As per Code No. 5.9.16.1 Page 81)
Steel reinformcement for RCC work including straightening, cutting, bending, placing in position & binding all complete upto all floor level Thermo-mechanically treated bars of Grade Fe-500-D or more, including all leads, lifts, carriage of material to the entire satisfaction of the Engineer-in-Charge (As per code No. 5.22.6 Page 84)
Brick Work:
Brick work with common burnt clay F.P.S. (Non-Modular) Bricks of class designation 7.5 in Foundation & plinth in Cement Mortar 1:6 (1 Cement: 6 Coarse Sand) including all leads, lifts, carriage of material to the entire satisfaction of the Engineer-in-Charge (As per code No.6.2.2 Page 94)
Brick work with common burnt clay F.P.S. (Non-Modular) Bricks of class designation 7.5 in Superstructure above plinth level upto floor V level in Cement Mortar 1:6 (1 Cement: 6 Coarse Sand) including all leads, lifts, carriage of material to the entire satisfaction of the Engineer-in-Charge ( As per Code No. 6.4.2 Page 94)
Half brick masonary with common burnt clay F.P.S. (Non-modular) brick of class designation 7.5 in foundation & plinth in cement mortar 1:4 (1 Cement: 4 coarse Sand) in cluding all leads, lifts & carriage of material & to the entire satisfaction of Engineer-in-Charge. (As per Code No. 6.12.2 Page 95)
Half brick masonary with common burnt clay F.P.S. (Non-modular) brick of class designation 7.5 in Superstructure above plinth level up to floor V level in cement mortar 1:4 (1 Cement: 4 coarse Sand) in cluding all leads, lifts & carriage of material & to the entire satisfaction of Engineer-in- Charge. (As per Code No. 6.13.2 Page 95)
Random Rubble Masaonary with hard stone in Foundation & plinth including levelling up with Cement concrete 1:6:12 (1 Cement: 6 Sand:12 Graded stone aggregate 20 mm nominal size) up to plinth level with cement mortar 1:6 (1 Cement: 6 coarse sand) including all leads, lifts, & carriage of materials & to the entire satisfaction of Engineer -in-Charge (As per code No. 7.1.1 Page 100)
Marble & Granite Work:
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded & prepolished machine cut for Kitchen platforms, vanity counters, window sills, facias & similar locations of required size approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 Cement: 4 Coarse Sand) joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, coulding and polishing to edges to give high class finish etc. complete at all level Granite of any colour and shade area of slab over 0.50 square meter including all leads, lifts & carriage of materialsand to the entire satisfaction of Engineer-in-Charge. (As per code No. 8.2.2.2 Page 105)
Providing and fixing 1st Quality Ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer) of approved make in all colours, shade except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in Skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 Cement: 3 Coarse Sand) & jointed with grey cement slurry @ 3.3 Kilogram per Square meter, including pointing in white cement mixed with pigment of matching shade complete including all leads, lifts, and carriage of material and to the entire satisfaction of the Engineer-in-Charge (As per Code No. 8.31 page 111)
Wood and PVC Works
Providing wood works in frames of Doors, windows, clerestorey windows & other frames, wrought framed and fixed in position with hold fast lugs or with dash fasterners of required dia & length, Sal wood including all leads, lifts and & carriage of Material & to the entire satisfaction of Engineer-in-Charge (As per Code No. 9.1.2 page 114)
Providing and Fixing panelled or panelled & glazed shutters for doors, windows & clerestory windows fixing with butt hings of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-Charge, Butt hinges & necessary screws shall be paid separately, second class Deodar wood, 35 mm thick shutters including all leads, lifts & carriage of materials & to the required satisfaction of the Engineer-in -Charge (As per analysis based on Item No. 9.5.1.1 Page 115)
Providing and fixing panelling or panelling & glazing in panelled or panelled and glazed shutters for doors, windows & clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) panelling for panelled or panelled & glazed shutters 25 mm to 40 mm thick Coir Veneer Board (Conforming to IS:14842) 12 mm thick, including all leads, lifts, carriage of materials & to the entire satisfaction of the Engineer-in-Charge. (As per code No. 9.7.6.1 Page 116)
Providing & Fixing panelling & Glazing in panelled or panelled and glazed shutters for doors, windows, & clerestory windows (Area of opening for pannel inserts excluding portion inside grooves or rebates to be measured) Panelling for panelled or panelled & glazed shutters 24 mm to 40 mm thick , 4 mm thick glass pans (Weight not less than 10 Kg per Square meter) including all leads, lifts, carriage of materials & to the entire satisfaction of the Engineer -in-Charge (As per Code No. 9.7.7.1 Page 116)
Providing and fixing wooden moulded beading to door & window frames with iron screws, plufgs and priming coat on exposed surface etc. complete 2nd class teakwood 50x12mm including all leads (As per Code No. 9.40.1.1 Page 121)
Providing and fixing aluminium sliding door bolts, ISI marked anodized (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with nuts and screws etc. complete 300x16 mm size including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge (As per code No. 9.96.1 Page 129)
Providing and Fixing Aluminium sliding door bolts, ISI marked anodized (Anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with nuts and screws etc. complete 250x 16 mm size, including all leads lifts, carriage of material & to the entire satisfaction of the Engineer-in-Charge (As per Code 9.96.2 Page 129)
Providing and fixing aluminium tower bolts, ISI marked, anodized (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc complete 200x10 mm including all leads and lifts & carriage of materials & to the entire satisfaction of Engineer-in-Charge (As per code No. 9.97.3 Page 129)
Providing and fixing aluminium tower bolts, ISI marked, anodized (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc complete 100x10 mm including all leads and lifts & carriage of materials & to the entire satisfaction of Engineer-in-Charge (As per code No. 9.97.5 Page 129)
Providing and fixing aluminium handels, ISI marked, anodized (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc complete 125mm including all leads and lifts & carriage of materials & to the entire satisfaction of Engineer-in-Charge (As per code No. 9.100.1 Page 130)
Providing and fixing aluminium handels, ISI marked, anodized (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc complete 100mm including all leads and lifts & carriage of materials & to the entire satisfaction of Engineer-in-Charge (As per code No. 9.100.2 Page 130)
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodix coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour & shade with necessary screws etc. complete Single Rubber Stopper including all leads and lifts & carriage of materials & to the entire satisfaction of Engineer-in-Charge (As per code No. 9.101.1 Page 130)
Providing and fixing wire guage shutters using galvanized mild steel wire guage of average width of operatue 1.4mm in both directions with wire of dia 0.63mm for doors, windows, clerestory windows with hinges and necessary screws, 35mm thick 2nd class Teak wood, including all leads, lifts and carriage of material and to the entire satisfaction of the Engineer-in-Charge (As per code No. 9.27.1.2.1 Page No. 120)
Providing and fixing mild steel grill of required pattern in frames of windows etc. with mild steel flats, square or round bars etc. including priming coat with approved steel primer all complete fixed to openings/ wooden frames with rawl plugs, screws etc. (As per code No. 9.48.2 Page 122)
Providing and fixing Cup Board Shutters 25mm thick with prelaminated flat pressed three layers particle board or graded wood particle board IS:12823 marked, exterior grade (Grade I type II) having one side decorative lamination & other side balancing lamination, including 2nd class teak wood lipping of 25 mm wide 12 mm thick with necessary screws and bright fininshed stainless steel piano hinges, complete as per direction of the Engineer-in-Charge, including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge. (As per code No. 9.129 Page 140)
Providing & Fixing 19mm thick water proof commercial board in shelves/ box for cup board with butt joints & fixing with nails and screws etc. complete in cluding all leads, lifts and carriage of materials to the entire satisfaction of the Engineer -in-Charge (As per Analysis of rate attached.)
Providing & fixing plywood 4 mm thick, one side decorative veneer conforming to IS:1328 (Type-1) for plain lining/ cladding with necessary screws etc. complete, including priming coat on exposed surface with decorative veneer facing of approved manufacture including all leads, lifts & carriage of matrial & to the entire satifaction of the Engineer-in-Charge. (As per code No. 8.28.1 Page 111)
Providing and fixing special quality bright finished brass cup-board or wardrobe locks with four levers of approved quality including necessary screws etc. complete 50 mm size including all leads, lifts and carriage of material & to the entire satisfaction of the Engineer -in-Charge (As per code No. 9.79.2 Page 127)
Providing & fixing 50mm bright finished brass cup-board or wardrobe knob of approved quality with necessary screws, including all all leads, lifts & carriage of material & to the entire satisfaction of the Engineer-in-Charge. (As per code No. 9.80 page 127)
Providing & fixing magnetic catcher of approved quality in Cub board/ wardrobe shutters including fixing with necessary screws etc. complete double trip (horizontal type) including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge (As per Code No. 9.114.2)
Providing and fixing expendable fasterners of specified size with necessary plastic sleeves & galvanized mild steel screws including drilling holes in masonary work/ cement concrete/ reinforced cement concrete & making good etc. complete 40mm long, including all leads, lifts carriage of materials & to the entire satisfaction of the Engineer-in-Charge (As per code No. 8.24.3 Page 110)
Steel Work:-
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position & applying a priming coat of approved steel primer using structural steel etc. as required in grating, frames guard bar, ladder, railing, brackets, gates & similar work, including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge (As per code No. 10.25.2 Page 163)
Flooring & Skirting:-
Providing and laying vitrified floor tiles in different sizes Size of tile 600x600mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete, including all leads, lifts & carriage of material & to the entire satisfaction of the Engineer-in-Charge ( As per code No. 11.41.2 Page 173)
Providing & fixing ISI quality ceramic glazed floor tiles conforming to IS:15622 (thickness to be specified by the manufacturer) of approved make in all colour of any size as approved by the Engineer-in-Charge in Skirting, risers of steps & dados over 12 mm thick bed of cement mortar 1:3 (One cement: three coarse sand) & jointing with grey cement slurry @3.3 Kg per Square meter including pointing in white cement mixed with pigment of matching the shade complete including all leads, lifts and carriage of material and to the entire satisfaction of the Engineer-in-Charge (As per code No. 11.46.2 page 173)
Roofing:-
Providing & fixing on wall face unplasticized Rigid PVC rain water pipes conforming to IS:13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10mm gap for thermal expansion (I) Single socketed pipes 110 mm diameter, including all leads, lifts and carriage of material & to the entire satisfaction of the Engineer-in-Charge. (As per code No. 12.41.2 Page 184)
Providing & Fixing on wall face unplasticized PVC moduled fittings/accessories for unplasticized Rigid PVC rain water pipes conforming to IS:13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion bend 87.5 degree 110 mm bend, including all leads lifts, & carriage of materials & to the entire satisfaction of the Engineer-in-Charge (As per code No. 12.42.5.2 Page 185)
Providing & fixing on wall face unplasticized PVC moduled fittings/accessories for unplasticized Rigid PVC rain water pipes conforming to IS:13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion Shoe (Plain) 110mm bend, including all leads lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge (As per code No. 12.42.6.2 page 185)
Providing & fixing mild steel holder bat clamps of approved design to cast iron or SCI rain water pipes embeded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (One cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) & cost of cutting holes and making good the walls etc. for 100mm dia pipe and to the Entire satisfaction of the Engineer-in-Charge (As per Code No. 17.37.1 Page 260)
Finishing:-
15 mm thick cement plaster on the rough side of single or half brick wall of mix in cement mortar 1:6 (One cement: 6 fine sand) including all leads, lifts and carriage of materials and to the entire satisfaction of the Engineer-in-Charge (As per code No. 13.2.2 Page No. 196)
6mm cement plaster of mix 1:3 (1 Cement: 3 fine sand) including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge (As pr code No. 13.16.1 Page 197)
Providing & applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even & smooth complete including all leads, lifts & carriage of materials & to the entire satisfaction (As per code No. 13.26 Page 198)
Distempering with Oil Bound washable distemper of approved brand & manufacture to give an even shade new work (two or more coats) over and including water thinnable priming coat with cement primer including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge (As per code No. 13.41.1 Page 200)
Finishing walls with Acrylic smooth exterior paint with required shade new work (two or more coat) applied @ 1.67 litre per 10 Square metre over & including priming coat of exterior primer applied @ 2.20 Kg per 10 Square metre including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge (As per code No. 13.46.1 Page 201)
Finishing with Deluxe Multi surface paint system for interior & exterior using primer as per manufactures specification painting wood work with Deluxe Multi Surface paint of required shade. Two or more coats applied @ 0.90 litre per 10 Square Metre over an under coat of primer applied @ 0.75 Litre per 10 Square Metre of approved brand and manufacture including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge (As per code 13.48.2 Page 201)
Sanitary Installation
Providing & fixing white vitreous China pedestal type water closet (European type WC Pan) with seat & lid, 10 Ltr low level white PVC flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS:7231, with all fittings & fixtures complete including cutting and making good the walls & floors wherever required WC Pan with ISI marked white solid plastic seat & lid, including all leads, lifts and carriage of materials & to the entire satisfaction of the Engineer-in-Charge. (As per code No. 17.2.1 Page 253)
Providing & fixing wash basin with C.I. brackets, 15mm CP brass pillar taps 32mm CP brass waste of standard pattern, including painting of fittings & brackets, cutting & making good the walls wherever required White vitreous China wash basin size 550x400 mm with single 15 mm C.P brass pillar tap including all leads, lifts and carriage of materials & to the entire satisfaction of the Engineer-in-Charge. (As per code No. 17.7.2 Page 255)
Providing & Fixing white Vitreous China Pedestal for wash basin completely recessed at the back for the reception of pipes & fittings including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge. (As per code no. 17.8 Page 256)
Providing and fixing stainless steel A ISI 304 (18/8) Kitchen sink as per IS:13983 with CI brackets and stainless steel plug 40 mm including painting of fittings & brackets, cutting and making good the walls wherever required Kitchen Sink with drain board 460x385mm bowl depth 200 mm including all leads, lifts & carriage of material and to the entire satisfaction of the Engineer-in-Charge. (As per code No. 17.10.1.1 Page 256)
Providing and Fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete including all leads, lifts & carriage of materials and to the entire satisfaction of the Engineer-in-Charge (As per code No. 17.31 Page 259)
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with all concealed fittings arrangement of approved quality & colour 450mm long towel rail with otal length of 495 mm, 78mm wide & effective height of 88mm weihting not less than 170 grams including all leads lifts and carriage of materials & to the Entire satisfaction of the Engineer-in-Charge (As per code No. 17.73.1 Page 268)
Water Supply:
Providing & fixing polyethelene- Aluminium Polyethelene PE-AL-PE composite pressure pipes conforming to IS:15450, UV. Stabilized with carbon black having thermal stability for hot & cold water supply capable to withstand temperature upto 80 degree cess, including all special fittings of composite material (Engineering plstic blend & brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc. with clamps at 1.00 metre spacing Tjis includes testing of joints complete as per direction of the Engineer-in-Charge. Concealed work, including cutting Chases & making good the wall etc. including all leads, lifts & cariage of materials & to the entire satisfaction of the Engineer-in-Charge (As per code No. 18.2 Page 270)
1216 (16mm OD) pipe (As per code No. 18.2.1 Page 270)
1620 (20mm OD) pipe (As per code No. 18.2.2 page 270)
Providing & fixing GI pipes complete with GI fittings & clamps, including making good the walls etc. concealed pipe, including painting with anti-corrosive bitumastic paint, cutting chases & making good the walls, including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge (As per code No. 18.11 Page 274)
15mm dia nominal bore (As per code No. 18.11.1 Page 274)
20mm deia nominal size (As per code No. 18.11.2 Page 274)
Making connection of GI distribution branch with GI main of folowwing sizes by providing & fixing Tee, i/c cutting & threading the pipe etc. complete25 mm to 40mm nominal bore, including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge. (As per code No. 18.13.1 Page 274)
Fixing water meter & stop cock in GI pipe line including cutting and threading the pipe & making long screws etc. complete (cost of water metre and stop cock to be paid separately) including all leads, lifts & carriage of material & to the entire satisfaction of the Engineer-in-Charge (As per code no. 18.14 Page 275)
Providing and placing on terrace (at all floor levels) polyethelene water storage tank, IS:12701 marked with cover & suitable locking arrangments and making necessary holes for inlet, outlet & overflowpipes but without fitting and the base supports for tank including all leads, lifts and cariage of materials & to the entire satisfaction of the Engineer-in-Charge. (As per code No. 18.48 Page 283)
Providing and fixing CP Brass bib cock of approved quality conforming to IS:8931, 15 mm nominal bore including all leads lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge (As per code No. 18.49.1 Page 283)
Providing and fixing CP Brass stop cock (Concealed) of standard design and approved make conforming to IS:8931, 15 mm nominal bore including all leads, lifts and carriage of mterials & to the entire satisfaction of the Engineer-in-Charge (As per Code No. 18.52.1 Page 283)
Providing and fixing CP Brass angle valve for basin mixer & geyser point of approved quality conforming to IS:8931, 15 mm nominal bore, including all leads, lifts and carriage of materials and to the entire satisfaction of the Engineer-in-Charge (As per code No. 18.53.1 Page 283)
Providing & fixing CP brass extension nipple (Size 15mm x50mm) of approved make and quality as per direction of Engineer-in-Charge, including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge (As per code No. 18.53A)
Constructing brick masonary manhole in cement mortar 1:4 (1 cement: 4 coarse sand) with RCC top slab with 1:1.5:3 mix (1 Cement: 1.5 Coarse sand: 3 graded stone aggregate 20mm nominal size) Foundation concrete 1:4:8 mix (1 cement:4 coarse sand: 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with flooting coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design inside size 90x 80 x45 cm deep including C.I. cover with frame (Light duty) 455x 610mm internal diemnsions total weight of cover & frame to be not less than 38 KG (Weight of cover 23 KG & Weight of frame 15 KG) with common burnt clay FPS (Non-modular) bricks of class designation 7.5 including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge. (As per code No. 19.7.1.1 Page 303)
Providing and fixing high pressure centrifugally cast (spun) Iron spigot & socket, waste & ventilating pipes ISI marked including fixing with approved adhesive etc. complete 110 mm dia, including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge (As per code No. 17.35.1.2 Page 259)
Providing & fixing high pressure centrifugally cast (spun) Iron spigot & socket, waste & ventilating pipes ISI marked including fixing with approved adhesive etc. complete 75mm dia, including all leads, lifts, & carriage of materials & to the entire satisfaction of the Engineer-in-Charge. (As per code No. 17.35.2.1 Page 259)
Providing and fixing PVC collars ISI marked including fixing with approved adhesive etc. complete 100 mm dia including all leads, lifts and carriage of materials & to the entire satisfaction of the Engineer-in-Charge (As per code 3738 Page No. 27)
Providing and fixing PVC collars ISI marked including fixing with approved adhesive etc. complete 75 mm dia including all leads, lifts and carriage of materials & to the entire satisfaction of the Engineer-in-Charge (As per code 3739 Page No. 27)
Providing & fixing PVC plain bend ISI marked including fixing with approved adhesive etc. complete 110 mm dia including all leads, lifts and carriage of materials & to the entire satisfaction of Engineer-in-Charge (As per code No. 12.42.5.2 Page 185)
Providing & fixing PVC plain bend ISI marked including fixing with approved adhesive etc. complete 75 mm dia including all leads, lifts and carriage of materials & to the entire satisfaction of Engineer-in-Charge (As per code No. 12.42.5.1 Page 185)
Providing and Fixing Sand Cast Iron S&S as per IS:1729 Floor traps ISI marked of self cleaning design including fixing with approved adhesive, cost of vutting & making good the walls & floors etc. complete 110mm x 90mm size including all leads, lifts & carriage of material & to the entire satisfaction of the Engineer-in-Charge (As per code No. 17.60.1.1 Page 265)
Providing and Fixing Sand Cast Iron S&S as per IS:1729 Floor traps ISI marked of self cleaning design including fixing with approved adhesive, cost of vutting & making good the walls & floors etc. complete 110mm x 90mm size including all leads, lifts & carriage of material & to the entire satisfaction of the Engineer-in-Charge (As per code No. 17.60.2.2 Page 265)
Add provision for electricfication including accessories such as LED Bulbs, Tubes, Fans, Water Geyser etc. complete
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