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Tender Value
₹84.1 L
EMD Value
₹1.7 L
Closing Date
23 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DYCECJUC
14 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Technical Eligibility Criteria: The tenderer must have successfully completed or substantially completed any of the following (From Govt. Organisation) during last 07 (seven) years, ending last day of the month previous to the one in which tender is invited. Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender.
Defination of Similar Work :- Any Civil work other than track work.
9 conditions · 1 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Tenderer shall certify that they are not black listed or debarred by Railways or any other Ministry/ Department/PSU (Public Sector undertaking) of the Govt. of India/State Govt. from participation in tenders/contract on the date of opening of bids either in their individual capacity or as a member of the JV frm in which they were/are members.
Tenderer may please note that offers received without requisite/mandatory documents as mentioned above, will be considered as invalid tender and for which contractor shall have no claim on Railway.
The tenderer shall visit the site of work and acquaint himself/themselves with the conditions of work viz. approach roads and accessibility, nature of soil/rock, availability of materials, electric power, water for work and drinking purposes, site for labour camps, stores, godowns, extent of lead/lift in work, availability of skilled and unskilled labour etc. that may be encountered in the course of execution of work. In short, he/they should familiarize himself/themselves fully with the conditions obtaining at site and FURNISH A CERTIFICATE TO THIS EFFECT, in the Proforma appended as Annexure-C of Tender Document.
As per Standard Tender Document
Repair & Maintenance of the Deputy Chief Engineer/Construction/ Jalandhar City's jurisdiction various structures such as office complex, Officer's Rest House, SSE/Elect/Const. store and Senior- Subordinate offices and stores, staff Quarters etc. under jurisdiction of Dy-Chief Engineer/ Const./ Jalandhar City in Ferozepur division over Northern Railway.
1-W-2026-27-4-DyCE-C-JUC~NR
1-W-2026-27-4-DyCE-C-JUC
Open
Works - General
12 Months
Kapurthala, Punjab
₹0
₹1.7 L
1 Oct 2026
1 Oct 2026
9 Oct 2026
144 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 80 | 217.16 | 17,372.8 |
| 2 | Beyond 5 km upto 10 km per km | cum- km | 80 | 15.48 | 1,238.4 |
| 3 | All kinds of soil. | cum | 75 | 286.85 | 21,513.75 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 10 | 2,161.2 | 21,612 |
| 5 | All kinds of soil | Sqm | 180 | 28.15 | 5,067 |
| 6 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 350 | 14.5 | 5,075 |
| 7 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 4 | 7,365.15 | 29,460.6 |
| 8 | 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) | cum | 10.5 | 6,326.05 | 66,423.53 |
| 9 | Foundations, footings, bases for columns | Sqm | 25 | 307.95 | 7,698.75 |
| 10 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 45 | 669.55 | 30,129.75 |
| 11 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | Sqm | 80 | 113.85 | 9,108 |
| 12 | Concrete of M10 grade with minimum cement content of 220 kg /cum | cum | 10 | 8,033.2 | 80,332 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 35 | 307.95 | 10,778.25 |
| 14 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 50 | 669.55 | 33,477.5 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 250 | 766.55 | 1,91,637.5 |
| 16 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 30 | 608.35 | 18,250.5 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 50 | 804.25 | 40,212.5 |
| 18 | Under 20 cm wide | Metre | 60 | 181.9 | 10,914 |
| 19 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%). | cum | 1 | 18,461.3 | 18,461.3 |
| 20 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 4200 | 89.65 | 3,76,530 |
| 21 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | Sqm | 60 | 253.05 | 15,183 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 15 | 8,683.8 | 1,30,257 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 10 | 10,306.2 | 1,03,062 |
| 24 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 30 | 10,589.35 | 3,17,680.5 |
| 25 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 7 | 6,882 | 48,174 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 35 | 6,658.25 | 2,33,038.75 |
| 27 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 22 | 8,512.1 | 1,87,266.2 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 55 | 8,288.35 | 4,55,859.25 |
| 29 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 60 | 1,018.05 | 61,083 |
| 30 | Area of slab over 0.50 sqm | Sqm | 5 | 4,425.35 | 22,126.75 |
| 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. | Sqm | 60 | 1,063.45 | 63,807 |
| 32 | Kiln seasoned and chemically treated hollock wood | Sqm | 6 | 2,039.8 | 12,238.8 |
| 33 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side, Grade I, Type II IS: 12823 marked | Sqm | 25 | 1,743.6 | 43,590 |
| 34 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 15 | 2,231.2 | 33,468 |
| 35 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 25 | 3,086.1 | 77,152.5 |
| 36 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws | Sqm | 20 | 2,512.35 | 50,247 |
| 37 | On one side only | Sqm | 40 | 408.05 | 16,322 |
| 38 | Kiln seasoned and chemically treated hollock wood | Sqm | 18 | 3,140.15 | 56,522.7 |
| 39 | Kiln seasoned and chemically treated hollock wood | Sqm | 15 | 2,834.6 | 42,519 |
| 40 | Fixed to steel windows by welding | Kg | 400 | 181 | 72,400 |
| 41 | Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. | Sqm | 80 | 1,484.7 | 1,18,776 |
| 42 | With 2nd class teak wood beading 62X19 mm | Sqm | 30 | 1,164.9 | 34,947 |
| 43 | With 12 mm mild steel U beading | Sqm | 20 | 812.4 | 16,248 |
| 44 | 300x16 mm | Each | 9 | 260.3 | 2,342.7 |
| 45 | 250x16 mm | Each | 10 | 234.9 | 2,349 |
| 46 | 250x10 mm | Each | 20 | 104.4 | 2,088 |
| 47 | 150x10 mm | Each | 25 | 75.55 | 1,888.75 |
| 48 | 125 mm | Each | 39 | 60.05 | 2,341.95 |
| 49 | 100 mm | Each | 40 | 53.25 | 2,130 |
| 50 | Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer- in-charge. | Each | 3 | 721.75 | 2,165.25 |
| 51 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in- Charge. | Metre | 20 | 408.25 | 8,165 |
| 52 | 30 mm thick plain PVC door shutters | Sqm | 10 | 2,455.1 | 24,551 |
| 53 | 1.0 mm thick | Sqm | 25 | 764 | 19,100 |
| 54 | Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick confirming to IS:14587 | Sqm | 25 | 921.35 | 23,033.75 |
| 55 | Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 18 mm thick confirming to IS:14587 | Sqm | 25 | 1,120.55 | 28,013.75 |
| 56 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 350 | 93.05 | 32,567.5 |
| 57 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 343 | 111.95 | 38,398.85 |
| 58 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Kg | 250 | 114.65 | 28,662.5 |
| 59 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 10 | 185.95 | 1,859.5 |
| 60 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 10 | 185.2 | 1,852 |
| 61 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 20 | 88.5 | 1,770 |
| 62 | 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.). | Kg | 225 | 612.25 | 1,37,756.25 |
| 63 | Galvanised M.S. Wire gauge with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 120 | 732.2 | 87,864 |
| 64 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 160 | 545 | 87,200 |
| 65 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 40 | 935.6 | 37,424 |
| 66 | Size of Tile 600x600 mm | Sqm | 105 | 1,416.65 | 1,48,748.25 |
| 67 | Size of Tile 600x600 mm | Sqm | 15 | 1,466.5 | 21,997.5 |
| 68 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 40 | 163.65 | 6,546 |
| 69 | With residual type petroleum bitumen of grade VG -10 | Sqm | 150 | 133.15 | 19,972.5 |
| 70 | With common burnt clay F.P.S.(non modular) brick tile of class designation 10 | Sqm | 150 | 905.8 | 1,35,870 |
| 71 | In 75x75 mm deep chase | Metre | 50 | 260.2 | 13,010 |
| 72 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 5 | 266.6 | 1,333 |
| 73 | 110 mm diameter | Metre | 30 | 319.75 | 9,592.5 |
| 74 | 110 mm bend | Each | 10 | 132 | 1,320 |
| 75 | 110 mm Shoe | Each | 2 | 115.95 | 231.9 |
| 76 | 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 (5.5x 55 mm) 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. | Sqm | 160 | 671.55 | 1,07,448 |
| 77 | 12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing. | Sqm | 10 | 1,247.5 | 12,475 |
| 78 | 1:4 (1 cement: 4 fine sand) | Sqm | 80 | 294.85 | 23,588 |
| 79 | 1:6 (1 cement: 6 fine sand) | Sqm | 550 | 282 | 1,55,100 |
| 80 | 1:6 (1 cement: 6 fine sand) | Sqm | 400 | 324.3 | 1,29,720 |
| 81 | 1:4 (1 cement: 4 fine sand) | Sqm | 50 | 361.3 | 18,065 |
| 82 | 1:3 (1 cement : 3 fine sand) | Sqm | 500 | 253.05 | 1,26,525 |
| 83 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 700 | 214.3 | 1,50,010 |
| 84 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 800 | 162.55 | 1,30,040 |
| 85 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 600 | 154.45 | 92,670 |
| 86 | Two or more coats on new work | Sqm | 75 | 131.45 | 9,858.75 |
| 87 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 55 | 5.05 | 277.75 |
| 88 | Old work (one or more coats) | Sqm | 3500 | 56.8 | 1,98,800 |
| 89 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 500 | 20.85 | 10,425 |
| 90 | One or more coats on old work | Sqm | 3600 | 90.85 | 3,27,060 |
| 91 | One or more coats on old work | Sqm | 500 | 86.55 | 43,275 |
| 92 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 5000 | 63.25 | 3,16,250 |
| 93 | Old work (One or more coat applied @ 0.90 ltr/10 sqm). | Sqm | 4000 | 74.75 | 2,99,000 |
| 94 | Varnishing with flatting varnish of approved brand and manufacture one or more coats on old work. | Sqm | 275 | 82.95 | 22,811.25 |
| 95 | Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos. 2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) | Sqm | 40 | 1,156.55 | 46,262 |
| 96 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 428 | 462.3 | 1,97,864.4 |
| 97 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | Sqm | 5 | 941.95 | 4,709.75 |
| 98 | Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) | Sqm | 5 | 1,245.15 | 6,225.75 |
| 99 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) | Litre | 3500 | 0.4 | 1,400 |
| 100 | Providing and laying in situ five course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd & 4th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0 mm thick of 3.00 Kg/ sqm weight consisting of five layers prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 5th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). | Sqm | 840 | 454.8 | 3,82,032 |
| 101 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 12 | 2,007.1 | 24,085.2 |
| 102 | In cement mortar | cum | 10 | 1,698.45 | 16,984.5 |
| 103 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 300 | 45.05 | 13,515 |
| 104 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in- charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 50 | 219.35 | 10,967.5 |
| 105 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 400 | 303.65 | 1,21,460 |
| 106 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer- in-charge). | cum | 5 | 8,613.55 | 43,067.75 |
| 107 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 200 | 1,011.2 | 2,02,240 |
| 108 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | Sqm | 2 | 2,617.15 | 5,234.3 |
| 109 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 3 | 5,781.35 | 17,344.05 |
| 110 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 3 | 5,540.55 | 16,621.65 |
| 111 | Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern | Each | 2 | 15,115.4 | 30,230.8 |
| 112 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 5 | 1,679.6 | 8,398 |
| 113 | 610x510 mm bowl depth 200 mm | Each | 2 | 4,274.4 | 8,548.8 |
| 114 | 32 mm dia | Each | 8 | 104.35 | 834.8 |
| 115 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 10 | 45.25 | 452.5 |
| 116 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 8 | 1,411.15 | 11,289.2 |
| 117 | For 100 mm dia pipe | Each | 10 | 308.45 | 3,084.5 |
| 118 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 75 | 254.95 | 19,121.25 |
| 119 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 25 | 316.1 | 7,902.5 |
| 120 | PN - 16 Pipe, 40mm OD (SDR-7.4) | Metre | 25 | 523.6 | 13,090 |
| 121 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 30 | 439.9 | 13,197 |
| 122 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 20 | 501.6 | 10,032 |
| 123 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 50 | 213.9 | 10,695 |
| 124 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 25 | 268.2 | 6,705 |
| 125 | PN - 16 Pipe, 32 mm OD (SDR-7.4) | Metre | 45 | 320.6 | 14,427 |
| 126 | PPR Union 20mm | Each | 2 | 295.75 | 591.5 |
| 127 | PPR Union 25mm | Each | 2 | 362.65 | 725.3 |
| 128 | PPR Union 50mm | Each | 2 | 764.05 | 1,528.1 |
| 129 | 25 mm nominal bore | Each | 2 | 532.35 | 1,064.7 |
| 130 | 20 mm nominal bore | Each | 2 | 461.75 | 923.5 |
| 131 | 50 mm nominal bore | Each | 2 | 878.25 | 1,756.5 |
| 132 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. | Litre | 1900 | 9.7 | 18,430 |
| 133 | 15 mm nominal bore | Each | 10 | 434.2 | 4,342 |
| 134 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 13 | 109.85 | 1,428.05 |
| 135 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 8 | 96.45 | 771.6 |
| 136 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 2,453.55 | 4,907.1 |
| 137 | 150 mm dia. R.C.C. pipe | Metre | 35 | 493.1 | 17,258.5 |
| 138 | 300 mm dia. R.C.C. pipe | Metre | 15 | 902.05 | 13,530.75 |
| 139 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 11,687.1 | 23,374.2 |
| 140 | Square shape 450 mm internal dimensions | Each | 5 | 1,047.8 | 5,239 |
| 141 | For pipes 250 to 300 mm diameter | Each | 2 | 785.9 | 1,571.8 |
| 142 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 290 | 433.95 | 1,25,845.5 |
| 143 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 300 | 531.8 | 1,59,540 |
| 144 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 6 | 965.1 | 5,790.6 |
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