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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.3 LAccepted-AOC | ₹99.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹99.4 LRejected-AOC | ₹99.4 L | L2 | Rejected-AOC L2 |
| 3 | L3₹1.0 CrRejected-AOC 4 416 PENGATTUSSERY EDATHALAP O ALUVA 683112 | ERNAKULAM | KERALA | 683112 | ₹1.0 Cr | L3 | Rejected-AOC L3 |
| 4 | L4₹1.1 CrRejected-Finance | ₹1.1 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹1.1 CrRejected-Finance | ₹1.1 Cr | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | K A Nissar L5 | M L SHAJU L2 | P C THOMASAND CO L7 | JITHIN RADHAKRISHNAN L4 | Vijaykumar P L1 | AJ CONSTRUCTIONS L3 | K.S.SAJEEV KUMAR L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Upto Plinth level | ||||||||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 677.25 | sqm | 8.34 ₹5,648.27 | 7.6 ₹5,147.10 | 50 ₹33,862.50 | 9.27 ₹6,278.11 | 7 ₹4,740.75 | 8 ₹5,418 | 8.5 ₹5,756.63 |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 589.92 | cum | 323.78 ₹1.9 L | 284.97 ₹1.7 L | 350 ₹2.1 L | 280 ₹1.7 L | 295 ₹1.7 L | 309 ₹1.8 L | 330.22 ₹1.9 L |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 294.96 | cum | 117.93 ₹34,784.63 | 107.43 ₹31,687.55 | 450 ₹1.3 L | 120 ₹35,395.20 | 110 ₹32,445.60 | 113 ₹33,330.48 | 120.27 ₹35,474.84 |
| 1.00 | OD259230/2025-2026:Providing MS sheet shoring to the side of the trenches using 6 mm thick steel plate 0.50m width stiffened on edge with 6 mm plate 100 mm width all around and 50 mm MS pipe welded at the longitudinal side of the steel plate driving down vertically to a minimum depth of 0.50m below the bottom level of the proposed excavation and 0.50 m above ground level and suitably braced by ISLB 125x75 mm on side and maintaining the shoring through the period of the construction and removing the same after back filling the area etc. complete as per the direction of engineer in chrage. | 215.36 | per sqm | 1,799.15 ₹3.9 L | 1,639.04 ₹3.5 L | 10,000 ₹21.5 L | 1,700 ₹3.7 L | 1,635 ₹3.5 L | 1,718 ₹3.7 L | 1,834.92 ₹4.0 L |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 40.16 | cum | 7,140.39 ₹2.9 L | 6,504.96 ₹2.6 L | 7,500 ₹3.0 L | 7,000 ₹2.8 L | 6,490 ₹2.6 L | 6,822 ₹2.7 L | 7,282.39 ₹2.9 L |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 16,304.54 | kilogram | 101.2 ₹16.5 L | 92.19 ₹15.0 L | 155 ₹25.3 L | 100 ₹16.3 L | 90 ₹14.7 L | 96 ₹15.7 L | 103.21 ₹16.8 L |
| 1.01 | OD255595/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade (up to Plinth level) 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 - Minimum cement content considered for this item is 340kg/m3. (Note:- cement content obtained as per mix design shall be used by the contractor at the site to obtain the required strength. Excess cement used as per mix design is not payable separately as per circular No. CE/BL/GL/6541/2015 dated 30.08.2017 of the Chief Engineer, PWD Buildings ) - All work up to Plinth level | 141.38 | cum | 9,881.59 ₹14.0 L | 9,002.23 ₹12.7 L | 16,000 ₹22.6 L | 9,800 ₹13.9 L | 9,000 ₹12.7 L | 9,441 ₹13.3 L | 10,078.1 ₹14.2 L |
| 1.01 | OD251843/2025-2026:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for Foundation and Plinth in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 13.55 | cum | 6,148.71 ₹83,327.32 | 5,601.53 ₹75,911.93 | 7,500 ₹1.0 L | 6,147 ₹83,304.14 | 5,600 ₹75,891.20 | 5,875 ₹79,618 | 6,270.98 ₹84,984.32 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 118.62 | sqm | 347.58 ₹41,229.94 | 316.65 ₹37,561.02 | 1,100 ₹1.3 L | 320 ₹37,958.40 | 316 ₹37,483.92 | 332 ₹39,381.84 | 354.49 ₹42,049.60 |
Tender Value
₹1.2 Cr
EMD Value
₹50,000
Closing Date
5 Feb 2026, 11:30 amClosed
Superintending Engineer
Office of the Superintending Engineer, PWD Buildings Central Circle Thrissur
Construction of Sathabdhi mandhiram for Govt. High School, West Kadungallur
2026_PWD_829497_1
PWD/BLDG/TR/11966/2024_5_1_1/1
Open Tender
Civil Works - Buildings
365 days
Kadungallur
Please refer Tender documents.
13 documents required · 13 mandatory
₹6,508
Yes
₹50,000
Yes
12 Mar 2026
24 Jan 2026
7 Feb 2026
24 Jan 2026
5 Feb 2026
24 Jan 2026
Upto Plinth level
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
OD259230/2025-2026:Providing MS sheet shoring to the side of the trenches using 6 mm thick steel plate 0.50m width stiffened on edge with 6 mm plate 100 mm width all around and 50 mm MS pipe welded at the longitudinal side of the steel plate driving down vertically to a minimum depth of 0.50m below the bottom level of the proposed excavation and 0.50 m above ground level and suitably braced by ISLB 125x75 mm on side and maintaining the shoring through the period of the construction and removing the same after back filling the area etc. complete as per the direction of engineer in chrage.
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
OD255595/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade (up to Plinth level) 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 - Minimum cement content considered for this item is 340kg/m3. (Note:- cement content obtained as per mix design shall be used by the contractor at the site to obtain the required strength. Excess cement used as per mix design is not payable separately as per circular No. CE/BL/GL/6541/2015 dated 30.08.2017 of the Chief Engineer, PWD Buildings ) - All work up to Plinth level
OD251843/2025-2026:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for Foundation and Plinth in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
OD255596/2025-2026:Dry rubble packing including packing to compactness,lines and levels,cost and conveyance of all materials,labour charges etc. complete as per direction of departmental officers.
Super Structure
OD257246/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 (Above Plinth) 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 - Minimum cement content considered for this item is 340kg/m3. (Note:- cement content obtained as per mix design shall be used by the contractor at the site to obtain the required strength. Excess cement used as per mix design is not payable separately as per circular No. CE/BL/GL/6541/2015 dated 30.08.2017 of the Chief Engineer, PWD Buildings ) - All work above Plinth level up to Floor five level
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)
5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
OD251846/2025-2026:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
OD251847/2025-2026:Providing and fixing Pressed Steel windows and ventilators of standard pattern outer frame as per profile of section 82x60x1.2 mm and 50x20x1.2mm special channel shutter using 18G made out of 1.2mm TATA GALVANO sheet welded and assembled with 12mm dia MS rod at 10cm horizontally and 25x5mm MS flat stiffened sheet - 2 Nos vertically per panel as grill with SS Butt , 3" hinge, 2"SS hook 5"SS stay and MS Handles and fitted with 10x10 mm aluminium C channel as beading and then fitted with 4 mm thick plain glass and finally applied with Zinc chromate yellow primer coat including cost, labour charges, conveyance etc. Complete.
OD251848/2025-2026:Supplying and fixed Pressed steel door of standard pattern with frame as per profile of IS 4351 of section 105x60mm using 18G (1.2mm TATA GALVANO) sheet and shutter made of section 75x30cm using 20G (GALVNO) sheet outer styles and horizontal members and then inserted with enclosed and stiffened sheet as per specification with Zincromate primer coat ,SS handle ,SS aldrop SS but hinges etc.including labour charges,conveyance etc Complete.
OD251850/2025-2026:Supplying and fixing Laminated PVC door size of 75x210 cm, including Frames, door handle and locks etc. labor charge for fixing conveyance etc..
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
OD251853/2025-2026:Providing and fixing 8 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS : 12823 Grade I Type II, in paneling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer - in- Charge. Pre- laminated particle board with decorative lamination on both sides
10.28: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-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
OD259304/2025-2026:Supplying and fixing 3 mm Thick Aluminum composite panel (ACP) any approved color, fixed with CP brass/steel screws for Name boards and other works as per direction of Engineer-in-Charge.
OD259306/2025-2026:Supplying and fixing UV vinyl print pasting on the ACP sheet or any other panel already erected including all the cost of material, Designing, Printing, pasting, fixing charges etc. Complete
OD259305/2025-2026:Providing and fixing green board of size 1800 X 1200 mm, all cost including material, conveyance and labour charges etc. complete.
OD258598/2025-2026:Supplying and fixing inauguration stone minimum size of 60x90 cm, 18 mm thick black granite stone including the cost of lettering, coloring, other materials, conveyance and labour changes etc,.
OD258599/2025-2026:Providing DLP Board for building using Aluminium composite panel (ACP) material with a thickness of 4 mm and size 90 cm x 60 cm approved color including HD Vinyl print stick on ACP Board throughout the area. Approved design and color pattern and size of letter (matter given by engineer in charge). Board fixing on wall with ss screws, conveyance of material etc. complete included. For Board 0.60 x 0.90 = 0.54 wastage 30%-0.702 m2
Flooring
11.41.2: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 20 mm 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 600 x 600 mm.
8.31: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.
16.89:Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi models location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
16.90:Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
OD259222/2025-2026:Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix 0.70 kg of organic coated tiles of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg) (including deduction of pointing)
Plumbing & Sanitary
17.7.3: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 550x400 mm with a pair of 15 mm C.P. brass pillar taps
17.2.1:Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:W.C. pan with ISI marked white solid plastic seat and lid
17.1.1:Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litter low level white P.V.C.flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever require:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
17.23:Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.
50.17.1.4:Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge.
18.49.1:Providing and fixing C.P brass bib cock of approved quality conforming to IS: 8931.15 mm nominal bore
50.17.1.1:Supplying and fixing Stainless steel soap dish including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.
50.17.1.3:Supplying and fixing CP Towel rod 60cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.
OD78449/2024-2025:Supplying and fixing PVC floor trap and 100 mm SS gratings including labour charges ,conveyance etc.
50.18.8.3.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 25 mm pipe 10kgf /cm2
50.18.9.14.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 6 Kgf/cm2 - External work - Exposed on wall
50.18.9.16.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 6Kgf/cm2 - External work - Exposed on wall
50.18.9.17.1:Providing and fixing PVC pipes including fixing the pipe with clamps/ clip at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 63 mm dia 6 Kgf/cm2 - External work - Exposed on wall
50.18.9.19.1:Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall
50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2
50.18.9.20.1:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Elbow
50.18.9.20.2:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -63 dia 45 degree Elbow
50.18.9.20.3:Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Door Elbow
50.18.9.20.4:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Bend
50.18.9.20.5:Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes including jointing with PVC solvent cement - 63x63x63 mm dia Tee
50.18.9.20.7:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia vent cowl
50.18.9.22.1:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia Elbow
50.18.9.22.2:Providing and fixing PVC moulded fittings / accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia 45 degree Elbow
50.18.9.22.3:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement-110 mm dia Door Elbow
50.18.9.22.4:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend
50.18.9.22.5:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC solvent cement 110x110x110 mm dia Tee
50.18.9.22.6:Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110x110x110 mm dia Door tee
18.48: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.
Septic tank
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
5.1.2: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 derived from natural sources)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
OD259096/2025-2026:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for Foundation and Plinth in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
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