Meghalaya Power Generation Corporation Limited has published Rehabilitation, Improvement And Basic Facility Of Umiam-Umtru Stageiii And Umiam-Umtru Stageiv Dams In Ri-Bhoi District And Myntdu Leshka Stagei Dam In West Jaintia Hills District Of Meghalaya Under Dripii. Rehabilitation, Improvement And Basic Facility. Submission Date for this Tender is 02-08-2021. Dam Work Tenders in Meghalaya Meghalaya. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 01-Jul-2021 | Corrigendum | Technical Bid | 16-07-2021 |
| 2 | 16-Jul-2021 | Package II Date Extension | Date | 02-08-2021 |
| 3 | 20-Jul-2021 | Corrigendum I | Technical Bid | 02-08-2021 |
| 4 | 20-Jul-2021 | Annexure II | Technical Bid | 02-08-2021 |
| 5 | 20-Jul-2021 | Annexure I | Technical Bid | 02-08-2021 |
| 6 | 29-Jul-2021 | Corrigendum Of Pre Bid Queries | Other | 02-08-2021 |
| Sl. No. | Item Description |
| 1 | PART 1 – Umiam Stage III Dam PART A - CIVIL AND BASIC FACILITY WORKS |
| 2 | GROUTING OF DAM BODY FROM DAM TOP TO CONTROL SEEPAGE OF UMIAM STAGE-III CONCRETE DAM |
| 3 | Transporting the drilling machine, pump set and other accessories to site including loading and unloading charges, and transporting back after completion of works as per the direction of departmental Officers |
| 4 | Number of shifting /conveying the drilling machine, pump set and accessories to drilling locations, erecting, dismantling, and adjusting to nearest location including all leads, lifts, labor and machine charges etc |
| 5 | Drilling vertical /inclineddiameter holes inconcrete Dam body (main Dam)and Hard rock, from top of dam for body grouting with diamond drills (47mm (BX) size) and after washing holes, and re-drilling wherever required, including labor charges, machinery, air, water, etc. (excluding cost of core box) with stage height of 3 to 5m intervals or as directedincluding cost of all materials, hire charges of machinery, labor charges and any other incidental charges, etc., complete andas directed by the Project Manager. (This includes drilling for NOF portion of dam involving two vertical rows from dam top i.e. First row at 1.5 m from dam u/s face at 3 m c/c and Second row at 3 m c/c staggered to first row at 3.2 m from first row towards d/s and for Overflow dam blocks single row @ 3 m c/c from spillway crest about 1 to 1.5 m d/s of gate with 10.5 to 11 degee angle towards u/s with vertical, so as to cross on u/s side of gallery, drilled minimum 2 m in to the foundation rock.) |
| 6 | PERMEABILITY TEST- In situ tests - Conducting field permeability tests in bore holes of various depths at different elevations of average 3 to 5 m interval, applying pressure as decided by the Project Manager. (both ascending and descending) |
| 7 | Cement grouting withstage grouting at 3 to 5 m intervalsor as directed in the vertical drilled/inclined holes in the main dam, from top of dam (after completingcleaning the holes with air andwaterloss testing) starting from the bottom of drill hole using packers with Cement grout /grout mix under a maximum pressureas per specification/ codes/direction of the Project Managerand thickening the grout mix as required (as per specification/appropriate methods) by using admixture for increasingworkability, including cost of all materials, hire charges of machinery, labor, platforms, scaffolding costs on conveyance between holes for any other items not covered in item no. 2) and any other incidental charges, etc. complete as directed by the Project Manager. (3 bags per metre) |
| 8 | Supplying M.S core boxes with150x60x10cm with7inside compartments and hinged top cover with locking arrangements and2 Nos. handle on sides, using 2mm thick M.S plate and 30x5mmM.S flats including cutting, shaping, welding, applying a coat of ironprimerafterscrappingandcleaning, paintingwith 2coatsofsyntheticenamel paint,painting boreholedetailsandname scheme on both sides of lid for identification, etc. complete and measures in weight of the box and asper the directionof departmental officers. (For 5% of drilling length. |
| 9 | Capping and covering the grout holes atdamtop (after the drilling and grouting work is over) using M15 grade of concrete along with water proofing admixture to prevent ingress of rain water , to the desired depth as per the site condition and as directed by the Project Manager. |
| 10 | CURTAIN GROUTING OF DAM FOUNDATION ROCK OF UMIAM STAGE-III CONCRETE DAM |
| 11 | Transporting the drilling machine, pump set and other accessories to site including loading and unloading charges, and transporting back after completion of works as per the direction of departmental Officers |
| 12 | Number of shifting /conveying the drilling machine, pump set and accessories to drilling locations, erecting, dismantling and adjusting to nearest location including all leads, lifts, labor and machine charges etc |
| 13 | Drilling vertical /inclined holes inHard foundation rock, from foundation gallery of dam / dam top for rock grouting with diamond drills ((47mm (BX) size)) and after washing holes, and re-drilling wherever required, including labor charges, machinery, air, water, etc. (excluding cost of core box) with stage height of 3 to 5m intervals or as directedincluding cost of all materials, hire charges of machinery, labor charges and any other incidental charges, etc., complete andas directed by the Project Manager. |
| 14 | PERMEABILITY TEST- In situ tests - Conducting field permeability tests in bore holes of various depths in foundation rock at different elevations of average 3 to 5 m interval, applying pressure as decided by the Project Manager. (both ascending and descending) |
| 15 | Cement grouting withstage grouting at 3 to 5 m intervalsor as directed in the vertical drilled/inclined holes in the dam foundation rock , from Foundation gallery of dam / dam top (after completingcleaning the holes with air andwaterloss testing) starting from the bottom of drill hole using packers with Cement grout /grout mix under a maximum pressureas per specification/ codes/direction of the Project Managerand thickening the grout mix as required (as per specification/appropriate methods) by using admixture for increasingworkability, including cost of all materials, hire charges of machinery, labor, platforms,costs on conveyance between holes for any other items not covered in item no. 2) and any other incidental charges, etc. complete as directed by the Project Manager. |
| 16 | Supplying M.S core boxes with150x60x10cm with7inside compartments and hinged top cover with locking arrangements and2 Nos. handle on sides, using 2mm thick M.S plate and 30x5mmM.S flats including cutting, shaping, welding, applying a coat of ironprimerafterscrappingandcleaning, paintingwith 2coatsofsyntheticenamel paint,painting boreholedetailsandname scheme on both sides of lid for identification, etc. complete and measures in weight of the box and asper the directionof departmental officers. (For 10% of drilling length of 497 m in rock.) |
| 17 | Capping and covering the grout holes at dam top (after the drilling and grouting work is over) using M15 grade of concrete along with water proofing admixture to prevent ingress of rain water, to the desired depth as per the site condition and as directed by the Project Manager. |
| 18 | TREATMENT OF CONTRACTION JOINTS IN DAM BODY |
| 19 | Drilling of 125 – 150 mm dia. hole along the Dam body joint at certain distance u/s of the drain hole of the water stop arrangement of dam joint, ensuring that both dam blocks across the joint are cut equally all through the depth and the hole is taken atleast 2 m in to the foundation rock. The hole is to be filled with hydrophilic polyurethane material and sealed at the dam top, including drilling charges, cost of materials & admixtures, scaffolding, labour charges etc. as per direction of the Engineer-in-Charge. The cores, from 2 m depth from dam top and 2 m depth above dam foundation are to be preserved for verification that the dam body joint has been cut all along the depth and stored in core boxes. |
| 20 | Supplying M.S. core boxes with150x60x10cm with4inside compartments and hinged top cover with locking arrangements and2 Nos. handle on sides, using 2mm thick M.S plate and 30x5mmM.S flats including cutting, shaping, welding, applying a coat of ironprimerafterscrappingandcleaning, paintingwith 2coatsofsyntheticenamel paint,painting boreholedetailsandname scheme on both sides of lid for identification, etc. complete and measures in weight of the box and asper the directionof departmental officers. |
| 21 | REAMING OF FORMED / POROUS DRAINS AND REAMING/ RE-DRILLING OF FOUNDATION DRAINAGE HOLES |
| 22 | Reaming of porous drains: Reaming of porous drain holes of sizes 200mm diameter from dam top to crown of foundation gallery or vice versa, using contractors own diamond drill apparatus in concrete/masonry/rock driven by diesel motor with single tube, flexible rod, if necessary, including all incidental charges, cost of spares/materials, hire charges, conveyance of diamond drilling machine with diesel engine and other accessories etc. complete as places pointed out by the engineer in charge. |
| 23 | Reaming of foundation drainage holes: Reaming of existing vertical/inclined drainage holes of 75mm diameter inside the gallery by suitable reaming method from drainage gallery floor to drainage hole bottom inclusive of all machineries, equipment’s, consumables, other materials required for the work and also labour charges for operation, cleaning the drainage holes etc. transportation charges for machinery and shifting the same to different location etc. complete as directed by Engineer-in-Charge. |
| 24 | Providing high strength concrete in apron downstream of spillway bucket |
| 25 | Demolishing concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer -in- charge. |
| 26 | Providing and laying of high strength concrete 50 cm thick, M60 grade, as per specification, proper compaction curing with all lead and lift, ensuring adequate mix design and Quality Control for testing as IS standards & technical specifications, complete finished items including supply of all the materials labour, T& P etc., required for proper completion of work. |
| 27 | Drilling holes for rock anchors using jack hammer / wagon drill of required diameter of 32 mm dia. anchors up to 5 m depth in foundation rock in apron area, including grouting of holes with cement for proper anchorage of anchor bars as per drawing & technical specifications or as directed by Engineer-in-charge including supply of all material, labour, T&P etc. required for proper completion of work. |
| 28 | Supplying, cutting, bending and placing HYSD anchor bars of 32 mm dia. in the drilled holes in apron area as per drawings and technical specifications, including all tools & plant, labour, machinery etc. for completion of work. |
| 29 | Supplying, cutting, bending and placing HYSD reinforcement mesh of bars 25 mm dia. at 300 mm c/c and 20 mm bars at 300 mm c/c in the fresh concrete to be placedin apron area as per drawings and technical specifications, including all tools & plant, labour, machinery etc. for completion of work. |
| 30 | Repairing of Scouring Concrete in Spillway and Bucket surfaces using Micro-concrete |
| 31 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in – charge. |
| 32 | Providing UV resistent, abrasion resistant, non- toxic high resistance non-shrink polymer based cemntious repair mortarfor repair of concrete surface with shallow cavities, first clean surface to be repairedwith special chemical and with pressure water jet for removing algae fungi,apply bond coat before application of repair mortar and application of top coat finishing, complete as per specification including cost of all materials, machinery, labour, scaffolding, hire charges of canes, insurance charges, transportation with all leads and lift and any other incidental charges as directed by Engineer in Charge. |
| 33 | Providing and laying of high strength concrete (Micro-concrete) for filling and repairing of deeper cavities on surfaces including fixing of dowels, if required, as per specifications, proper compaction curing with all lead and lift, ensuring adequate mix design and Quality Control for testing as perIS standards & technical specifications, complete finished items including supply of all the materials labour, T& P etc., required for proper completion of work. |
| 34 | Construction of Slope protection retaining wall of (Height 12.00 m & 30.00 m Long) at Umium Stage -III Concrete Dam (Left Bank U/S of dam) |
| 35 | Earthwork in excavation up to a depth of 2m below the existing ground level for foundation trenches of foundations, footings of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification of soils. In soft or laminated rock or medium shale |
| 36 | Extra over item no. 1 above for each 1 m depth or part thereof beyond the initial depth of 2m. |
| 37 | Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary, dewatering, complete. Stone soling of thickness 100mm. |
| 38 | Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). a) In prop. 1:1.5: 3 (1 cement: 1.5 coarse sand :3 coarse agg. by volume (using mixture machine) |
| 39 | Earth/ Sand filling in plinth in layers not exceeding 150 mm thick with available excavated earth including breaking of clods, consolidating each layer by ramming and watering with all lead and lifts. With earth/stone dust obtained by carriage up to 8 km |
| 40 | With available excavated earth including breaking of clods, consolidating each layer by ramming and watering with all lead and lifts. |
| 41 | Boulders filling with unsized stones/boulders of one man size, 60 cm wide behind the abutments, wingwalls, retaining walls etc. (supply and carriage of boulders within 200 m is also included) complete as per Technical Specifications. |
| 42 | Supplying, fitting and fixing in position reinforcement bars upto 1st floor level, conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurements for the same is required) From Primary Sources like TATA/ SAIL/ESSAR/ JINDAL/ SHYAM/ RINL (ii) Super Ductile (SD) TMT reinforcement bars |
| 43 | Providing form work of ordinary timber planking of thickness not less than 25 mm and removal of the same for concrete members so as to give a rough finish including centering, shuttering, strutting and propping etc., for height of propping and centering of supporting floor to the soffit of the concrete member not exceeding 4.0m as specified for the following items: (g) Vertical surface such as walls (any thickness), parapet walls, partitions, walls of septic tank, inspection pit etc. including attached pilasters, buttresses, plinth and string courses and the like. |
| 44 | Providing and laying Concrete in Reinforced Cement Concrete Works using Concrete Mixture Machine with coarse sand & 20 mm downgraded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) 2.5.2 In Walls (thickness not less than 100 mm) including attached pilasters, buttresses, plinth and string course etc. above plinth level upto 1st floor level. (Without using admixture, plasticizer) (b) M20 or Prop. 1:1.5:3 |
| 45 | 10 mm thick Cement plaster in single coat on fair side of brick/concrete walls for interior plastering up to 1st floor level including arises or rounded angles not exceeding 80mm girth and finished even and smooth including curing complete as directed. a) In cement mortar 1:3 |
| 46 | Construction of Slope protection retaining wall of (Height 5.70m & 15.00m Long) at Umium Stage -III Concrete Dam, Kyrdemkulai (Left Bank U/S of dam). |
| 47 | 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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 48 | Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary, dewatering, complete. Stone soling of thickness 100mm. |
| 49 | 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 50 | Boulders filling with unsized stones/boulders of one man size, 60 cm wide behind the abutments, wingwalls, retaining walls etc (supply and carriage of boulders within 200 m is also included) complete as per Technical Specifications. |
| 51 | 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. (b)With available excavated earth including breaking of clods, consolidating each layer by ramming and watering with all lead and lifts |
| 52 | 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 of grade Fe-500D or more |
| 53 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete |
| 54 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 55 | 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) |
| 56 | Cleaning of dirt, moss, herbs, etc. from Dam Body Surface on the Downstream and Upstream side, uprooting of grass, weeds, jungle, etc. from the toe (NOF blocks) |
| 57 | Cleaning of dirt, moss, herbs, etc from Dam Body Surface on the Down Stream Side with wire brush of Stage III Concrete Dam by providing Safety belt and Rope tying from railing post and throwing of spoils to a distance place complete as directed. |
| 58 | Clearing and Uprooting of wild vegetation, shrubs, grass, bushes, weeds, saplings and trees of girth upto 300mm,removal of stumps of such trees cut earlier from the Toe of the Dam on the D/S and disposal of spoils to a distance place compete as directed. |
| 59 | Clearance of mud, silts etc from sump well and its surrounding area of Stage III Dam gallery by filling it inside the empty gunny bags/tin and carrying them by head load upto a distance of 75m and lift upto 2.50m to 5.00m and deposited it outside the dam gallery at a distant place. |
| 60 | Clearance of scattered metal, chips, sand muds etc from gallery, side drain etc and filing it inside the empty gunny bags and tying with coir rope and then carrying them by head load upto a distance of 75m and lift upto 2.5 to 5.00m and deposited it outside the dam gallery at a distant place. |
| 61 | Supply of 30HP submersible pump for dewatering the bucket and plunge pool for accessing the damages and repairs. |
| 62 | Supplying of 30 HP dewatering pump (1+ standby) |
| 63 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 50 mm dia nominal bore |
| 64 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 50 mm nominal bore |
| 65 | Procurement of Panel Board 30HP (Quotation Rate) |
| 66 | Construction of Watch Tower at Umium Stage-III Concrete Dam |
| 67 | 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 |
| 68 | Providing brick soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete stone soling of thickness 100mm |
| 69 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 70 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 71 | Hard drawn steel wire fabric |
| 72 | Mild steel and Medium Tensile steel bars |
| 73 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 74 | Foundations, footings, bases of columns, etc. for mass concrete |
| 75 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 76 | Suspended floors, roofs, landings, balconies and access platform |
| 77 | Stairs, (excluding landings) except spiral-staircases |
| 78 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 79 | 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 : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 80 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 81 | 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 1:4 (1 cement : 4 coarse sand) |
| 82 | Providing and fixing handrail 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. G.I. pipes |
| 83 | 15 mm cement plaster on the rough side of single or half brick wall of mix: 1:4 (1 cement: 4 fine sand) |
| 84 | Finishing walls with textured exterior paint of required shade:New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 85 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works |
| 86 | 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 |
| 87 | Protection wall on the downstream side of the left bank of Umium Stage-III concrete dam downstream side. |
| 88 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth up to 50 m and lift up to 1.5 m, as directed by Engineer-in- Charge: All kinds of soil |
| 89 | 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 90 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 91 | Foundations, footings, bases of columns, etc. for mass concrete |
| 92 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 93 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, and binding all complete up to plinth level. Hard drawn steel wire fabric |
| 94 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 95 | Providing Barbed wire fencing with RCC post along the Periphery of the Dam covering upstream and downstream for security purposes. L = 1593 m. |
| 96 | Earthwork in excavation up to a depth of 2m below the existing ground level for foundation trenches of foundations, footings of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification of soils. In ordinary soil. |
| 97 | Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). In prop. 1:1.5: 3 (1 cement: 1.5 coarse sand : 3 coarse agg. by volume (using mixture machine) |
| 98 | Supply, fitting and fixing in position reinforcement bar up to first floor level, conforming to relevant I.S code for RCC work/RB walling including straightening, cleaning cutting and bending to proper shapes and binding with 20G annealed black wire and placing in position with proper blocks, support chairs, spacers etc complete(rates inclusive of all wastage, lappage, hooks, chairs anchorage etc. and no measurement for the same is required). From primary source like TATA/ SAIL/ ESSAR/ JINDAL/ SHYAM/ RINL. Super ductile (SD) TMT reinforcement bar. |
| 99 | Providing form work of ordinary timber planking of thickness not less than 25mm and removal of the same for concrete member so as to give a rough finish including centering ,shuterring , strutting and propping etc,for height of propping and centering of support floor to the soffit of the concrete member not exceeding 4.0m as specified for the following items: c) column, pillar, post &strut i) Square , rectangular, polygonal in plan or any shape like Tee/L etc having plane vertical face |
| 100 | Providing and laying concrete in reinforced cement concrete works using concrete mixture machine with coursed sand and 20mm downgraded stone aggregate including dewatering if necessary and curing complete but excluding cost of form works and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) In foundation and sub - structure including footing , column with base, tie and plinth beams, pile cap raft slab, base slab, RCC walls, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.(Without using admixture, plasticizer) (a) M15 or Prop. 1:1.5:3 (for non-structural works) |
| 101 | Providing & Supplying of 1.80m high barbed wire fencing fixed to angle iron post at site including drilling of holes every 3.00m apart, E/W & cc of base in propn.1:3:6, painting with black enamel paint, etc. as per CPWD Specifications 16.17 vol-2 complete as directed. |
| 102 | 15 mm thick Cement plaster in single coat on rough side of single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. for exterior plastering upto a height of 1st floor level above ground level including curing complete as directed. A) On Single coat Plaster |
| 103 | White washing with lime on wall surfaces (two coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust, mortar drops and other foreign matter. |
| 104 | Repairing right side step and footpath to gallery along with drain, extending to downstream apron including providing railing on both sides. |
| 105 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: In cement mortar |
| 106 | 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 up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 107 | Providing brick soling in foundation and under floor with stone/best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary, dewatering, complete. Stone soling of thickness 100mm |
| 108 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 109 | Providing and fixing handrail 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 |
| 110 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Hot rolled deformed bars |
| 111 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 112 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 113 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) up to plinth level with : Cement mortar 1:4 (1 cement :4 coarse sand) |
| 114 | 15 mm cement plaster on the rough side of single or half brick wall of mix: 1:4 (1 cement: 4 fine sand) |
| 115 | Providing CC/ Brick/ Stone Open Surface Drain with 15mm thick cement plastering in prop. 1:3 finished with a floating coat of cement slurry as directed with necessary shuttering for sides and earth work in excavation of foundation trenches and refilling the sides after completion of work etc. as specified. (a) With cement concrete (1:3:6) having 100mm thick sides and 100mm thick bed laid over brick flat soling. |
| 116 | Providing railing including drain, repairing V-notch and cover at sump well in dam gallery, Kyrdemkulai |
| 117 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge |
| 118 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 119 | Providing and fixing handrail 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 |
| 120 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Hot rolled deformed bars |
| 121 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete |
| 122 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 123 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) |
| 124 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 125 | Strengthening and widening the Existing approach Deck bridge to the Intake Portal |
| 126 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 127 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 128 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20mm nominal size.) |
| 129 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 130 | 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 |
| 131 | Centering and shuttering including strutting, propping etc. and removal of works for: |
| 132 | Foundation, footing, base of column, Pile cap, raft and mass concrete works etc. |
| 133 | Lintels, beams, plinth beams, girders, bressumers and cantilever. |
| 134 | Column, pillars, piers, abutments, posts & struts. |
| 135 | Suspended floors, roofs, landings, balconies and access platform. |
| 136 | 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 (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 137 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 138 | 20mm cement plaster of mix.1:4 (1 cement : 4 fine sand) |
| 139 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 140 | Finishing walls with textured exterior paint of required shade: New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm. |
| 141 | Applying priming coat. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat). |
| 142 | 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. |
| 143 | Construction of RCC Building for Security Personnel/ Water Level Recorder at Umiam Concrete Dam Site. |
| 144 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 145 | 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 consolidating each deposited layer by ramming and watering, lead up 1to 50m and lift upto 1.5m. |
| 146 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 147 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20mm nominal nsize. |
| 148 | Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:4 (1 cement: 4 coarse sand) |
| 149 | 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 of grade Fe-500D or more |
| 150 | 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 |
| 151 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, and binding all complete above plinth level. Mild steel and Medium Tensile steel bars. |
| 152 | Centering and shuttering including strutting, propping etc. and removal of works for: |
| 153 | Foundation, footing, base of column, Pile cap, raft and mass concrete works etc. |
| 154 | Lintels, beams, plinth beams, girders, bressumers and cantilever. |
| 155 | Column, pillars, piers, abutments, posts & struts. |
| 156 | Suspended floors, roofs, landings, balconies and access platform. |
| 157 | Stairs, (excluding landings) except spiral-staircases. |
| 158 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 159 | 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 (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 160 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 161 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 162 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) : With modular bricks. |
| 163 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).Second class teak wood. |
| 164 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 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) |
| 165 | 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. G I Pipe |
| 166 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. |
| 167 | 20mm cement plaster of mix. 1:4 (1 cement : 4 fine sand) |
| 168 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster: |
| 169 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.18 mm thick |
| 170 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 171 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size). |
| 172 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 50mm thick in proportion 1:4:8 |
| 173 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, 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. |
| 174 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement @ 3.3 kg/sqm including pointing the joints with cement and matching pigments etc., complete. |
| 175 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any clour and shade. Area of slab over tha 0.50Sqm |
| 176 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately)Second class teak wood35 mm thick shutter |
| 177 | Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete :125x64x2.50 mm |
| 178 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :250x10mm |
| 179 | Providing and fixing bright finished brass handles with screws etc. complete. 125mm |
| 180 | Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x10x5mm |
| 181 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes |
| 182 | Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). |
| 183 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 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: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 184 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer |
| 185 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. |
| 186 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. 15 mm nominal dia |
| 187 | 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 : Medium |
| 188 | Providing and fixing Toilet paper Holder Medium |
| 189 | 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. 600mm Towel rail |
| 190 | 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 250 mm |
| 191 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe,40 mm dia |
| 192 | Providing and fixing soil, waste and vent pipes 100mm dia Sand cast iron S&S pipe as per IS: 1729 |
| 193 | 75mm dia Sand cast iron S&S pipe as per IS: 1729 |
| 194 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete |
| 195 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 196 | 100x100x100mm Sand cast iron S&S as per IS - 1729 |
| 197 | Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: 100x100x75 mm Sand cast iron S&S as per IS - 1729 |
| 198 | Providing and fixing terminal guard: 100 mm Sand cast iron S&S as per IS - 1729 |
| 199 | Providing and fixing terminal guard: 75 mm Sand cast iron S&S as per IS - 172975 mmdia. PVC cowl of ISI make |
| 200 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 100 mm outlet Sand cast iron S&S as per IS: 3989 |
| 201 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms |
| 202 | Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms |
| 203 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer. |
| 204 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm. |
| 205 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 206 | Applying priming coat. With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 207 | Applying priming coat. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat). |
| 208 | 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 ofsuitable shade with ordinary paint of approved brand and manufacture. |
| 209 | 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. 1000 litre capacity |
| 210 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. |
| 211 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fitting. This includes jointing of pipes and fitting, with one step CPVC solvent cement , trnching, refilling & testing of joints complete as per direction of Engineer in charge. |
| 212 | Supplying and fixing gun metal gate valvwith CI wheel approved quality (screw end): 25 mm nominal bore |
| 213 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931. 15mm nominal bore |
| 214 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15mm nominal bore |
| 215 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15mm nominal bore |
| 216 | Internal Wiring for Security Personnel/ Water Level Recorder at Stage III Concrete Dam Site. |
| 217 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C |
| 218 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 219 | Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 220 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 221 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 222 | 5/6 A switch |
| 223 | 15/16 A switch |
| 224 | 3 pin 5/6 A socket outlet |
| 225 | 6 pin 15/16 A socket outlet |
| 226 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 227 | 3 module (100mmx75mm) |
| 228 | 6 module (100mmx75mm) |
| 229 | Supplying and fixing brass batten/ angle holder including connection etc as required. |
| 230 | Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. |
| 231 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required. |
| 232 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. |
| 233 | Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required.63A TP&N |
| 234 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without |
| 235 | 8 way (4 + 24), Double door |
| 236 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Double pole |
| 237 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63Amp |
| 238 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required |
| 239 | Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required. |
| 240 | Construction of Septic Tank for the Building of Security Personnel/ Water level recorder at Umiam Concrete Dam Site. |
| 241 | 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 upto 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. |
| 242 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20mm nominal size. |
| 243 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) : With modular bricks. |
| 244 | 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 of grade Fe-500D or more |
| 245 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild teel and Medium Tensile steel bars. |
| 246 | Centering and shuttering including strutting, propping etc. and removal of works for: |
| 247 | Lintels, beams, plinth beams, girders, bressumers and cantilever. |
| 248 | Suspended floors, roofs, landings, balconies and access platform. Thickness of floors/slab upto 200 mm. |
| 249 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 250 | 20mm cement plaster of mix. 1:4 (1 cement : 4 fine sand) |
| 251 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20mm nominal nsize. |
| 252 | Providing and fixing soil, waste and vent pipes |
| 253 | 100mm diaSand cast iron S&S pipe as per IS: 1729 |
| 254 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete |
| 255 | 17.38.1 100 mm dia Sand cast iron S&S as per IS - 1729 |
| 256 | Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drainpipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 257 | Construction of office of Assistant Executive Engineer Hydraulic Structure Maintenance Sub-division MePGCL Kyrdemkulai |
| 258 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 259 | 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 consolidating each deposited layer by ramming and watering, lead up 1to 50m and lift upto 1.5m. |
| 260 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 261 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20mm nominal nsize. |
| 262 | Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:4 (1 cement: 4 coarse sand) |
| 263 | 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 of grade Fe-500D or more |
| 264 | Centering and shuttering including strutting, propping etc. and removal of works for: |
| 265 | Foundation, footing, base of column, Pile cap, raft and mass concrete works etc. |
| 266 | Lintels, beams, plinth beams, girders, bressumers and cantilever. |
| 267 | Column, pillars, piers, abutments, posts & struts. |
| 268 | Suspended floors, roofs, landings, balconies and access platform. |
| 269 | 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 (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 270 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 271 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) :With modular bricks. |
| 272 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Second class teak wood. |
| 273 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). |
| 274 | 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) |
| 275 | 20mm cement plaster of mix. |
| 276 | 1:4 (1 cement : 4 fine sand) |
| 277 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 278 | Making plinth protection 50mm thick of cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone - III) : 3 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 necessary excavation, levelling & dressing & finishing the top smooth. 50mm thick in proportion 1:4:8 |
| 279 | 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. |
| 280 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement @ 3.3 kg/sqm including pointing the joints with cement and matching pigments etc., complete. |
| 281 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately)Second class teak wood,35 mm thick shutter |
| 282 | Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete :125x64x2.50 mm |
| 283 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete: 250x10mm |
| 284 | Providing and fixing bright finished brass handles with screws etc. complete. 125mm |
| 285 | Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x10x5mm |
| 286 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes |
| 287 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 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: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 288 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer |
| 289 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. |
| 290 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. 15 mm nominal dia |
| 291 | 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 : Medium |
| 292 | Providing and fixing Toilet paper Holder Medium |
| 293 | 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.600mm Towel rail |
| 294 | "Providing and fixing P.V.C. waste pipe for sink or wash basin including |
| 295 | P.V.C. waste fittings completeFlexible pipe 40 mm dia" |
| 296 | Providing and fixing soil, waste and vent pipes100mm dia Sand cast iron S&S pipe as per IS: 1729 |
| 297 | 75mm dia Sand cast iron S&S pipe as per IS: 1729 |
| 298 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete |
| 299 | 100 mm diaSand cast iron S&S as per IS - 1729 |
| 300 | 75 mm dia. Sand cast iron S&S as per IS - 1729 |
| 301 | Providing and fixing single equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100x100x75 mm Sand cast iron S&S as per IS - 1729 |
| 302 | Providing and fixing terminal guard : 100 mm Sand cast iron S&S as per IS - 1729 |
| 303 | Providing and fixing terminal guard :75 mm Sand cast iron S&S as per IS - 1729 75 mmdia. PVC cowl of ISI make |
| 304 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors:100 mm inlet and 100 mm outlet Sand cast iron S&S as per IS: 3989 |
| 305 | "Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 38 mm dia of 83 mm length and 77mm |
| 306 | breadth, weighing not less than 60 gms" |
| 307 | Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms |
| 308 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer. |
| 309 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm. |
| 310 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 311 | Applying priming coat. With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 312 | Applying priming coat. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat). |
| 313 | 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 ofsuitable shade with ordinary paint of approved brand and manufacture. |
| 314 | 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. 1000 litre capacity |
| 315 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal works - exposed on wall. 20mm nominal outer dia Pipes. |
| 316 | Providing andfixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fitting. This includes jointing of pipes and fitting, with one step CPVC solvent cement , trnching, refilling & testing of joints complete as per direction of Engineer in charge. |
| 317 | Supplying and fixing gun metal gate valve with CI wheel approved quality (screw end):25 mm nominal bore |
| 318 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931.15mm nominal bore |
| 319 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.15mm nominal bore |
| 320 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15mm nominal bore |
| 321 | Internal wiring for Assistant Executive Engineer Hydraulic Structure Maintenance Sub-division at Kyrdemkulai |
| 322 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C |
| 323 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 324 | Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 325 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 326 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 327 | 5/6 A switch |
| 328 | 15/16 A switch |
| 329 | 3 pin 5/6 A socket outlet |
| 330 | 6 pin 15/16 A socket outlet |
| 331 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 332 | 3 module (100mmx75mm) |
| 333 | 6 module (100mmx75mm) |
| 334 | Supplying and fixing brass batten/ angle holder including connection etc as required. |
| 335 | Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. |
| 336 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required. |
| 337 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. |
| 338 | Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required. 63A TP&N |
| 339 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without8 way (4 + 24), Double door |
| 340 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Double pole |
| 341 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63Amp |
| 342 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required |
| 343 | Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required. |
| 344 | Construction of Septic Tank for the office of Assistant Executive Engineer Hydraulic Structure Maintenance Sub-division Kyrdemkulal (40 User) |
| 345 | 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 upto 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. |
| 346 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20mm nominal nsize. |
| 347 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) : With modular bricks. |
| 348 | 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 of grade Fe-500D or more |
| 349 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild teel and Medium Tensile steel bars. |
| 350 | Centering and shuttering including strutting, propping etc. and removal of works for: |
| 351 | Lintels, beams, plinth beams, girders, bressumers and cantilever. |
| 352 | Suspended floors, roofs, landings, balconies and access platform. Thickness of floors/slab up to 200 mm. |
| 353 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 354 | 20mm cement plaster of mix.1:4 (1 cement : 4 fine sand) |
| 355 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20mm nominal size. |
| 356 | Providing and fixing soil, waste and vent pipes 100mm dia Sand cast iron S&S pipe as per IS: 1729 |
| 357 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete 100 mm dia Sand cast iron S&S as per IS - 1729 |
| 358 | Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drainpipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 359 | Office Furniture/ Equipment for the office of the Assistant Executive Engineer Hydraulic Structure Maintenance Sub-division MePGCL Kyrdemkul |
| 360 | ZLDST253210L/RX |
| 361 | NIOT2109003DIS |
| 362 | RACK/GOODREJ :- |
| 363 | SLOTTED ANGLE RACK (1.6/0.7) |
| 364 | EQUIPMENTS :- |
| 365 | COMPUTERcore i9/asus Z390, RAM 16 GB/DVD/Cabiner/WBBITB 20 inch HP Monitor , Keyboard & Mouse (HP), UPS 600VA |
| 366 | SANDISK PENDRIVE |
| 367 | PRINTER MACHINE (HP 319) |
| 368 | XEROR/PHOTO COPIER MACHINE (MP 2014) |
| 369 | Rewiring of dam, gallery, walkway along with illumination |
| 370 | Supplying erection testing & Commissioning of floor Mounting Cubical Type Dust & Vermin Proof Electrical LT Control Panel Board of the following specification made with 16mm thick MS sheet build on MS Angle Iron frame work duly painted with 2 coats of powder grey paints etc ( Incoming & outgoing). |
| 371 | 250 AMP TPN SDF with fuse |
| 372 | 400 AMP TPN SDF with fuse |
| 373 | Providing laying, connection testing & commissioning of the following sizes of 1100V grade aluminum conductor armored underground cable & overall PVC sheathed cable as per ISI code in trenches including the cost of digging of trenches sand cushioning with laying etc and refilling the same in layers or by supporting them in walls and all other accessories as required. |
| 374 | with 31/2"" Core 35 sqmm. |
| 375 | with 31/2"" Core 50 sqmm. |
| 376 | with 31/2"" Core 120 sqmm. |
| 377 | with 31/2"" Core 150 sqmm. |
| 378 | Drawing Supplying laying, testing & commissioning of underground cable of the following sizes of 1100 volt grade, 2 core PVC aluminum cable along wall etc in ground including the cost of digging of trenches sand cushion besides laying etc & refilling the same in layers or by supporting them on the wall. |
| 379 | With 2.5 sq.mm |
| 380 | With 4 sq.mm |
| 381 | With 10 sq.mm |
| 382 | Drawing 3 Phase line 4 wire with DGSD approved VIR or PVC cable 660V grade in Heavy Gauge Rigid Pipe including with all necessary accessories. |
| 383 | With 4 x 6 sq.mm copper conductor |
| 384 | With 4 x 4 sq.mm copper conductor |
| 385 | Drawing of 3 Phase main line 4 wire with DGSD approved VIR or PVC cable 660 volt grade in casing capping wit all accessories.With 4 x 4 mm2 (i) With Copper Conductor. |
| 386 | Drawing Sub Main & Sub Main Line with DGSD approved VIR or PVC 250/440 volt grade in PVC casing capping complete with all accessories. |
| 387 | With 2 X 2.5 sqmm conductor. With Copper conductor |
| 388 | With 2 X 4.00 sq.mm copper conductor |
| 389 | Wiring in looping system with Copper PVC cable 250/440 volt grade of size 1.5 sqmm of approved quality using PVC casing caping including 5 ampere switch Indian Best quality ceiling Rose etc capable to a Highest point. Long point wiring up to 10 mts. With Copper conductor |
| 390 | Wiring as in Item No.1 complete to a wall Light plug Point when fixed elsewhere. Short point wiring upto 3 mts. i) With Copper conductor |
| 391 | Wiring as in Item No.1 to a wall Light Point Short point wiring upto 3 mts. i) With Copper conductor |
| 392 | Wiring to a power plug point as in Item No.1 above with 2 x 4mm2 including supplying of 15 Amp 5 in 1 /SS Combine with continous earth wire to a power point complete. Long point wiring upto 10 mts. With Copper conductor |
| 393 | Supplying fitting & fixing complete 500 volt grade triple pole IC Bus Bar chamber complete with 4 nos copper insulator etc complete set (as per ISI mark only) following Amp capacity. |
| 394 | 100 Amp capacity. |
| 395 | 63 Amp capacity. |
| 396 | Supplying with fittings & fixing complete 250V ICSP &N Main Switch a) 16 Amp Capacity |
| 397 | Supplying with fittings & fixing complete 415V TPN IC Main Switch with neutral link. |
| 398 | 32 Amp Capacity |
| 399 | 63 Amp Capacity |
| 400 | Supplying & fixing of load Kontaket Miniture Circuit Breaker (MCBs). b) 6-32 Amp SP MCB Capacity. |
| 401 | Supplying fitting and fixing of load Kontaket Minature Circuit Breakes Double Pole (Isolator) b) 32-125 Amp TP Isolator. |
| 402 | Supplying fitting and fixing of SPN/TPN MCB Metal Enclosure Distribution Board. d) 12 way (8+36) Modules |
| 403 | Supplying fitting and fixing 15 Amp FT Switches socket combined mounted on PVC board or concealed to the wall complete with all accessories. |
| 404 | Supplying materials fabrication and erection of streetlight poles 2.5 mts high made of heavy gauge G.I pipe 90mm base plate duly fixed in ground with concrete puff projection outside the ground for post top fittings etc. |
| 405 | Supplying fitting and fixing of LED Lightings complete. LED Street Light- Rodeo Series 25-150W. Rodeo Series 25-150W |
| 406 | LED Beam/Flood Lights- Rayon Series. 90-200W |
| 407 | Supplying and fixing of weatherproof Bulkhead Light with CFL lamp and other accessories as required. |
| 408 | Supplying, fitting and fixing and commissioning of Metal Hellide Flood Light complete with necessary accessories b) 400 W Fitting |
| 409 | Supplying fitting & fixing of 440 volt grade 4 pole change over Main Switch. 100 Amp Capacity. |
| 410 | Supplying fitting, fixing Metal Box of the following sizes on the surface or in recess with suitable sizes of Phandie Laminated sheet cover in the front including painting etc as required. 250 x 300 x 100mm deep |
| 411 | 108 Supplying fitting, fixing earthing with copper earth plate 600 x 600mm x 6mm thick including accessories & providing masonry enclosure with cover plate having locking arrangement & water pipe etc with charcoal, salts etc complete as required. |
| 412 | Supplying fixing connection testing of 8-SWG wire along the walls, columns etc, with necessary clamping as required. With Copper Wire |
| 413 | Supplying fixing connection testing of lightning conductor (air termination) made of 40mm dia GI pipe 2 metres long with 150 x 180mm dia galvanized base plate complete with all necessary accessories |
| 414 | 1. All amounts shall be in Rupees. 2. Use separate columns for each type of taxes. Other taxes means entry tax, octroi, exit tax or any other taxes as applicable. |
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