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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 CrAdmitted-Finance | ₹10.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹10.8 CrAdmitted-Finance | ₹10.8 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected. |
| 4 | Rejected-Technical PAURI GARHWAL | UTTARAKHAND | 246001 | - | - | Rejected-Technical Rejected. |
| Sl No | Description | Qty | Unit | Kothari Associates L1 | MAHALAXMI BUILDWELL(INDIA) PVT. LTD. L2 |
|---|---|---|---|---|---|
| 1.00(A) CIVIL WORK Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. :All kinds of soil. | |||||
| 1.01 | Dispensary | 754.35 | Cum | 177 ₹1.3 L | 180 ₹1.4 L |
| 1.02 | Cafetria | 665.53 | Cum | 177 ₹1.2 L | 180 ₹1.2 L |
| 1.03 | Store 1 PWD Block-1 | 411.77 | Cum | 177 ₹72,883.29 | 180 ₹74,118.60 |
| 1.04 | Store 2 Horti. Block-2 | 411.77 | Cum | 177 ₹72,883.29 | 180 ₹74,118.60 |
| 2.00Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil | |||||
| 2.01 | Dispensary | 178.37 | Cum | 126 ₹22,474.62 | 130 ₹23,188.10 |
| 2.02 | Cafetria | 157.04 | Cum | 126 ₹19,787.04 | 130 ₹20,415.20 |
| 2.03 | Store 1 PWD Block-1 | 97.66 | Cum | 126 ₹12,305.16 | 130 ₹12,695.80 |
| 2.04 | Store 2 Horti. Block-2 | 97.66 | Cum | 126 ₹12,305.16 | 130 ₹12,695.80 |
Updated dates
Tender Value
₹10.7 Cr
EMD Value
₹21.3 L
Closing Date
21 Jan 2026, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Construction of multipurpose buildings in Rajbhavan Dehradun, under State Sector (Civil Works).
2025_pwd_90238_1
10698/1C-9/2025, Dated 18/12/2025
Open Tender
Civil Works - Buildings
540 days
Rajbhavan
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Executive Engineer, Const.Div., PWD, Dehradun
₹21.3 L
Superintending Engineer, 9th Circle, PWD, Dehradun
9 Feb 2026
23 Dec 2025
21 Jan 2026
23 Dec 2025
21 Jan 2026
9 Jan 2026
6 Jan 2026
(A) CIVIL WORK Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. :All kinds of soil.
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
Diluting and injecting chemical emulsion (Chlorpyriphos/Lindane E.C. 20% with 1% concentration), at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surfaces of the excavations made for the foundation of the building, soil under floors, apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of Building shall be measured for Payment)
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
P/L cement concrete - all works upto plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
P/L cement concrete - all works upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works upto plinth level
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
P/L RCC M25 design mix for columns, pillars piers etc.
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
P/L RCC M25 design mix in lintel beams and girders etc.
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
P/L RCC M25 design mix for suspended floor, balconies etc.
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
P/L RCC M25 design mix for suspended floor, balconies etc.
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
P/L RCC M25 design mix for Chajjas
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
P/L RCC M25 design mix for Chajjas
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
Columns, Pillars, Piers, Abutments, Posts and Struts
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
Suspended floors, roofs, landings, balconies and access platform
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
Stairs, (excluding landings) except spiral-staircases
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
Weather shade, Chajjas, corbels etc., including edges
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
Dispensary
Cafetria
Store 1 PWD Block-1
Store 2 Horti. Block-2
Providing and fixing Tata pravesh door and frame with hardware ( hinges, lever handle with lock, tower bolt) and instalation complete. DW 1.20X2.40
Store 1 PWD Block-1 Ist floor
Providing and fixing Tata pravesh door and frame with hardware ( hinges, lever handle with lock, tower bolt) and instalation complete. DW, (1.8X2.4) Door
Dispensary
Cafetria
Providing and fixing Tata pravesh door and frame with hardware ( hinges, lever handle with lock, tower bolt) and instalation complete. DW1, (0.9X2.4) Door
Dispensary
Cafetria
Store 1 PWD
Store 2 Horti.
Providing and fixing Tata pravesh door and frame with hardware ( hinges, lever handle with lock, tower bolt) and instalation complete. D (1.5X2.40)
Dispensary
Cafetria
Providing and fixing Tata pravesh door and frame with hardware ( hinges, lever handle with lock, tower bolt) and instalation complete. D2 (1X2.40)
Dispensary
Cafetria
Store 1 PWD
Store 2 Horti.
Providing and fixing Tata pravesh door and frame with hardware ( hinges, lever handle with lock, tower bolt) and instalation complete. D3 (0.75X2.10)
Dispensary GF
Cafetria GF
Store 1 PWD GF
Store 2 Horti. GF
Providing and fixing Tata pravesh window and ventilators and frame with hardware ( hinges, lever handle with lock, tower bolt) and instalation (Glass, Grill and wire gauge) DW, (2X0.9X1.5) Window
Dispensary GF
Cafetria
Store 1 PWD
Store 2 Horti.
Providing and fixing Tata pravesh window and ventilators and frame with hardware ( hinges, lever handle with lock, tower bolt) and instalation (Glass, Grill and wire gauge) DW1, (1X1.35) Window
Dispensary Ist floor
Cafetria GF
Providing and fixing Tata pravesh window and ventilators and frame with hardware ( hinges, lever handle with lock, tower bolt) and instalation (Glass, Grill and wire gauge) W, (3X1.5)
Dispensary 1st floor
Cafetria
Providing and fixing Tata pravesh window and ventilators and frame with hardware ( hinges, lever handle with lock, tower bolt) and instalation (Glass, Grill and wire gauge) W1, (2.4X1.5)
Cafetria
Cafetria Ist floor
Providing and fixing Tata pravesh window and ventilators and frame with hardware ( hinges, lever handle with lock, tower bolt) and instalation (Glass, Grill and wire gauge) W2, (1.8X1.5)
Dispensary
Cafetria
Store 1 PWD
Store 2 Horti.
Providing and fixing Tata pravesh window and ventilators and frame with hardware ( hinges, lever handle with lock, tower bolt) and instalation (Glass, Grill and wire gauge) W3, (1X1.5)
Cafetria
Caftaria Ist floor
Providing and fixing Tata pravesh window and ventilators and frame with hardware ( hinges, lever handle with lock, tower bolt) and instalation (Glass, Grill and wire gauge) V, (1.5X0.6)
Cafetaria GF
Caferaria Ist floor
Dispensary Ist floor
Providing and fixing Tata pravesh window and ventilators and frame with hardware ( hinges, lever handle with lock, tower bolt) and instalation (Glass, Grill and wire gauge) V1, (0.9X0.6)
Dispensary
Cafetria
Store 1 PWD
Store 2 Horti.
Providing and fixing Tata pravesh window and ventilators and frame with hardware ( hinges, lever handle with lock, tower bolt) and instalation (Glass, Grill and wire gauge) 1.2X1.8 Despensary
Providing and fixing Tata pravesh window and ventilators and frame with hardware ( hinges, lever handle with lock, tower bolt) and instalation (Glass, Grill and wire gauge) 0.75x1.50 Despensary
Providing and fixing Tata pravesh window and ventilators and frame with hardware ( hinges, lever handle with lock, tower bolt) and instalation (Glass, Grill and wire gauge) 0.60X0.60 Despensary
Providing and fixing Tata pravesh window and ventilators and frame with hardware ( hinges, lever handle with lock, tower bolt) and instalation (Glass, Grill and wire gauge) 1.20x1.50 Despensary
Providing and fixing Tata pravesh window and ventilators and frame with hardware ( hinges, lever handle with lock, tower bolt) and instalation (Glass, Grill and wire gauge) 1.80X1.35
Despensary
Store 1 PWD
Store 2 Horti. Ist floor
Providing and fixing Tata pravesh window and ventilators and frame with hardware ( hinges, lever handle with lock, tower bolt) and instalation (Glass, Grill and wire gauge) 1.50x1.50
Despensary
Providing and fixing Tata pravesh window and ventilators and frame with hardware ( hinges, lever handle with lock, tower bolt) and instalation (Glass, Grill and wire gauge) 1.80X0.60
Dispensary IINd floor
Store 2 Horti. Ist floor
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
Dispensary
Cafetria
Store 1 PWD
Store 2 Horti.
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube
Dispensary
Cafetria
Providing and laying vitrified floor tiles in different sizes (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), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm
Dispensary GF
Cafetria
Store 1 PWD
Store 2 Horti.
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm
Dispensary GF
Cafetria
Store 1 PWD
Store 2 Horti.
Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as pecified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
Dispensary
Cafetria
Store 1 PWD
Store 2 Horti.
Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre.
Dispensary
Cafetria
Store 1 PWD
Store 2 Horti.
Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing Door handle, lock and stopper, top & bottom pivot & double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-incharge.
Cafetria GF
Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi- etallic contacts, all complete to perform as per Specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured.
Providing & fixing in position Phenol bonded Bamboowood flooring with planks of sizes 14mm thick, minimum 1800mm length and minimum 100 mm wide, in approved colour, texture and finish, having Performance Appraisal Certificate (P AC) issued by Building Materials & T echnology Promotion Council (BMTPC). The flooring shall be fixed with tongue and groove interlocking system, with underlayment of 4mm thick expanded polyethylene foam sheets having density 40kg/cum, over prepared surface with necessary quarter round planks of size 1900mm x 18mm and door reducer of size 1900mm x 44mm, wherever required. The bamboowood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the Engineer in-charge.
Cafetria GF
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately.
Dispensary GF
Cafetria GF
Store 1 PWD
Store 2 Horti.
Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarsesand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).
Store 1 PWD Ist floor
Store 2 Horti. Ist floor
Cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20mm nominal size)
Dispensary
Cafetria GF
Store 1 PWD
Store 2 Horti.
Grading roof for water proofing treatment with cement mortar (which will be paid for separately.)
Cafetatia Ist floor
Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like iffusers, grills, light fittings, 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit.
Dispensary
Cafetria
Store 1 PWD
Store 2 Horti.
Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive), fixing with clip in tiles into spring ‘T’ with : GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holesand having NRC of 0.5, electro statically polyester powdercoated of thickness 60 microns (minimum), including factory painted after bending and perforation.
Dispensary GF
Cafetatia Ist floor
Store 1 PWD
Store 2 Horti.
supply& installationof IKO Cambridge Roof shingles sheet with stormtite synthetic underlayment over RCC slopi roof plastered surface.
Dispensary GF
Cafetria GF
Store 1 PWD Ist floor
Store 2 Horticulture Ist floor
supply& installationof IKO Cambridge Hip & ridge Plus
Dispensary
Cafetria
Store 1 PWD Ist floor
Store 2 Horticulture Ist floor
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Dispensary
Cafetria
Store 1 PWD
Store 2 Horti.
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
Dispensary
Cafetria
Store 1 PWD
Store 2 Horti.
6 mm cement plaster 1:3 (1 cement: 3 fine sand)
Dispensary
Cafetria
Store 1 PWD
Store 2 Horti.
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Dispensary
Cafetria
Store 1 PWD
Store 2 Horti.
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer
Dispensary
Cafetria
Store 1 PWD
Store 2 Horti.
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Dispensary
Cafetria
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Dispensary
Cafetria
Store 1 PWD
Store 2 Horti.
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.
Dispensary
Cafetria
Store 1 PWD
Store 2 Horti.
Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).
Dispensary
Cafetria
Store 1 PWD
Store 2 Horti.
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :
Dispensary
cafeteria
Brick work with common burnt clay machine moulded perforated modular bricks of class designation 12.5 conforming to IS : 2222 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand). From ground level upto plinth level
Dispensary
cafeteria
Brick work with common burnt clay machine moulded perforated modular bricks of class designation 12.5 conforming to IS : 2222 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand). Above plinth level upto floor V level
Dispensary
cafeteria
Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works.
Dispensary
cafeteria
Cleaning of exposed concrete, Brick, Stone surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge.
Dispensary
cafeteria
(B) PLUMBING, SANITARY AND SEWEARGE WORKS Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 1500x450 mm
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
P/L 110 mm dia UPVC soil waste pipe with pressure 6kg/CM2 for sewer.
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
P/F Upvc nahani trap 110x110mm dia
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
P/F Upvc terminal guard 110 mm dia
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 15 mm nominal bore with 45 cm length
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised 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. 110 mm bend
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
P/F Upvc door bend 110 mm dia.
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32 mm dia
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming toIS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 110x110x110 mm tee
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
P/F white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 225 mm
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing on wall face unplasticised 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, (i) Single socketed pipes. 110 mm diameter
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised 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. 110 mm bend
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised 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. 110 mm Shoe
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete (1:2:4).
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 15 mm dia nominal bore
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 20 mm dia nominal bore
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 25 mm dia nominal bore
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 20mm nominal bore
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing PTMT grating of approved quality and colour. 100 mm nominal dia
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 25 mm nominal bore
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 15mm nominal bore
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms
Dispensary
Cafeteria
PWD- Block 1
Horticulture- Block 2
(C) INTERNAL ROAD AND PARKING
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Granular Sub-base with Well Graded Material By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material
Cement Concrete (PCC M-30) Pavement:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Providing and filling in position, blown bitumen in expansion joints.
Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. 300 mm dia.
Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.
Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) Using Concrete Mixer
Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
(D) STORM WATER DRAINAGE
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. :All kinds of soil.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
P/L C.C. of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4coarse sand : 8 graded stone aggregate 40 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Shuttering for Suspended floors,roofs,landings,
Reinforcement for R.C.C. Work Using TMT Bars.
Brick work with bricks of Ist class in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)
P/L 40 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement
20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
(E) LANDSCAPE AND HORTICULTURE
Trenching in ordinary soil up to a depth of 60cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling with in a lead of 50m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
Supplying and stacking of good earth at site i/c royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment).
Supplying and stacking sludge at site including royalty and carriage up to 1 km (sludge measured in stacks will be reduced by 8% for payment)
Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 20 mm
Rough dressing the trenched ground including breaking clods
uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation
Fine dressing the ground
Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/ and good earth to be paid separately)
Mixing earth and sludge or manure in proportion specified or directed by the officer-in-charge
Uprooting rank vegetation and weeds by digging the area to a depth of 60cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts
Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm refilling the excvated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of rearth after redution by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling and directed, within a lead of 50m. lift upto 1.5m complete (cost of sludge, manure or extra earth to be paid for seperately)
Digging holes in ordinary soil and refilling the same with the exavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reductin by 8%9 flooding with water, dressing including remocal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for seperately) Holes 45cm dia and 45cm deep
Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge.
Edging with bricks laid dry length wise, including required excavation, refilling, consolidating with hand packing and spreading surplus earth neatly within a lead of 50 m : Common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge
Anti termite treatment by digging holes 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration and as per direction of officer-in-charge
Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) Trees Plant
Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) Shrubs Plant
Providing and Displaying Cycus cirsnallis well developed with fresh & healthy 35 to 40 lush green leaves in 40 cm Cement Pot as per direction of the officer-in-charge.
Providing and stacking of Cassia biflora of height 90-105 cm., well branched, bushy in big size HDPE bag as per direction of the officer-in-charge.
(F) U.G.tank for Storage Water Supply, (Capacity 25 KL.)
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. :All kinds of soil.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
P/L C.C. of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4coarse sand : 8 graded stone aggregate 40 mm nominal size)
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works upto plinth level
All works above plinth level upto floor V level P/L RCC M25 design mix for walls of any thickness
All works above plinth level upto floor V level P/L RCC M25 design mix for suspended floor, balconies, beam etc.
Centering and shuttering i/c strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc.
Centering and shuttering i/c strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform, with water proof ply 12 mm thick
Centering and shuttering i/c strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, and cantilevers
Centering and shuttering i/c strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars
12mm C.P. finished with a floating coat of neat cement in cement mortar 1:4( 1 cement : 4 fine sand)
P/F in position pre cast RCC manhole cover and frame of required shape and of approved quality. Rectangular shape 600x450mm internal dimensions
Providing MS foot rest including fixing in manholes with 20x20x10cm cement concrete blocks 1:3:6 as per standard design. (i) with 20x20mm square bar
Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete.
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make,in all colours, shades 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) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : (i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course. Joints sealed and grouted with cement slurry mixed with water proofing compound. (ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions. (iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. Using rough kota stone.
Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge : Using rough kota stone.
(G) Rainwater Harvesting Bore Pit
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. :All kinds of soil.
P/L C.C. of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4coarse sand : 8 graded stone aggregate 40 mm nominal size)
Brick work with bricks of Ist class in foundation and plinth in cement mortar 1 : 6
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. : All works upto plinth level: for foundation, Raft etc.
Centering and shuttering i/c strutting, propping etc. and removal of form for : For Suspended floor, slab landing etc. with 12 mm thick water proof ply.
Centering and shuttering i/c strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc.
Reinforcement for R.C.C. Work Using TMT Bars.
20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
P/F in position pre cast RCC manhole cover and frame of required shape and of approved quality. EHD - 35 : Circular shape 560 mm internal dia
Providing MS foot rest including fixing in manholes with 20x20x10cm cement concrete blocks 1:3:6 as per standard design. (i) with 20x20mm square bar
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. All types of soil 300 mm dia
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineerin- charge.
Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia,conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm dia.
Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts f required size complete. 150 mm clamp
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I): 150 mm dia.
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe
(H) External Water Supply & Sewerage System Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
20 mm dia
25 mm dia
32 mm dia
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):
20 mm dia
25 mm dia
32 mm dia
Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 20 mm nominal bore
Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :25 mm nominal bore
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation oncrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :
20 mm diameter pipe
25 mm diameter pipe
32 mm diameter pipe
Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :
20 mm diameter pipe
25 mm diameter pipe
32 mm diameter pipe
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
20 mm diameter pipe
25 mm diameter pipe
32 mm diameter pipe
(I) Sewerage work
Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material rmeasurements and disposal of nserviceable material as directed, within a lead of 50 m :Ordinary rock : Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 150 mm dia. R.C.C. pipe
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 150 mm dia. R.C.C. pipe
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame o f 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P type With Sewer bricks conforming to IS : 4885
Constructing brick masonry M.H. in C.M. 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 C.M. 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in C.C. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90X80X45 cm i/c C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With Sewer bricks conforming to IS : 4885
Extra for depth for manholes : Size 90x80 cm- With Sewer bricks conforming to IS : 4885
(J) 50 User Septic Tank and Soak Pit (BOQ)
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. :All kinds of soil.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
P/L C.C. of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4coarse sand : 8 graded stone aggregate 40 mm nominal size)
Brick work with bricks of Ist class in foundation and plinth in cement mortar 1 : 6
52 mm thick C.C. flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4
P/L RCC, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Centering and shuttering i/c strutting, propping etc. and removal of form for : Suspended floors,roofs,landings, & access platform
Centering and shuttering i/c strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, and cantilevers
Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc.
Reinforcement for R.C.C. Work Using TMT Bars.
20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
P/F in position pre cast RCC manhole cover and frame of required shape and of approved quality. Rectangular shape 600x450mm internal dimensions
Providing MS foot rest including fixing in manholes with 20x20x10cm cement concrete blocks 1:3:6 as per standard design. (i) with 20x20mm square bar
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.
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