Meghalaya Power Generation Corporation Limited has published Rehabilitation , Improvement And Basic Facility Of Umiam Stage-I Dam In Ri-Bhoi District Of Meghalaya Under Drip-Ii . . Submission Date for this Tender is 12-11-2020. Dam Work Tenders in Umiam Meghalaya. Bidders can get complete Tender details and download the document.
| Name of Work : Rehabilitation, Improvement and Basic Facility of Umiam Stage-I Dam in Ri-Bhoi District of Meghalaya under DRIP-II | |||||
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| Sl. No. | Description | Item | Quantities | Unit | |
| 1 | 1 | PART A - CIVIL AND BASIC FACILITY WORKS\nGROUTING OF DAM BODY FROM DAM TOP TO CONTROL SEEPAGE OF UMIAM STAGE-I CONCRETE DAM | |||
| 2 | 1.01 | 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 | Item1 | 1 | Each |
| 3 | 1.02 | 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 | Item2 | 130 | Each |
| 4 | 1.03 | Drilling vertical /inclined holes in concrete Dam body (main Dam) and Hard rock, from top of dam for body grouting with diamond drills ('Nx'or nearest available 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 5 m intervals or as directed including cost of all materials, hire charges of machinery, labor charges and any other incidental charges, etc., complete and as directed by the Project Manager. (In Non-overflow section, drilling will involve two 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 3.5 m from dam u/s face. In overflow section, drilling will involve one row from spillway crest at 1.5 m c/c. All rows will be drilled minimum 2 m in into the foundation rock.) | Item3 | 5000 | m |
| 5 | 1.04 | 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) | Item4 | 1250 | each |
| 6 | 1.05 | Cement grouting with stage grouting at 3 to 5 m intervals or as directed in the vertical drilled/inclined holes in the main dam , from top of dam/spillway (after completing cleaning the holes with air and water loss testing) starting from the bottom of drill hole using packers with Cement grout /grout mix under a maximum pressure as per specification/ codes/direction of the Project Manager and thickening the grout mix as required (as per specification/appropriate methods) by using admixture for increasing workability, 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. | Item5 | 750 | MT |
| 7 | 1.06 | Supplying M.S core boxes with 150x60x10cm with 7 inside compartments and hinged top cover with locking arrangements and 2 Nos. handle on sides, using 2mm thick M.S plate and 30x5mmM.S flats including cutting, shaping, welding, applying a coat of iron primer after scrapping and cleaning, painting with 2 coats of synthetic enamel paint, painting bore hole details and name scheme on both sides of lid for identification, etc. complete and measures in weight of the box and as per the direction of departmental officers. (For 5% of drilling length. | Item6 | 25 | each |
| 8 | 1.07 | 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. | Item7 | 130 | each |
| 9 | 2 | CURTAIN GROUTING OF DAM FOUNDATION ROCK OF UMIAM STAGE-I CONCRETE DAM | |||
| 10 | 2.01 | 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 | Item9 | 1 | Each |
| 11 | 2.02 | 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 | Item10 | 43 | Each |
| 12 | 2.03 | Drilling vertical /inclined holes in Hard foundation rock, from foundation gallery of dam for rock grouting with diamond drills ('Nx'or nearest available 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 directed including cost of all materials, hire charges of machinery, labor charges and any other incidental charges, etc., complete and as directed by the Project Manager. | Item11 | 1810 | m |
| 13 | 2.04 | 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) | Item12 | 460 | each |
| 14 | 2.05 | Cement grouting with stage grouting at 3 to 5 m intervals or as directed in the vertical drilled/inclined holes in the dam foundation rock , from Foundation gallery of dam (after completing cleaning the holes with air and water loss testing) starting from the bottom of drill hole using packers with Cement grout /grout mix under a maximum pressure as per specification/ codes/direction of the Project Manager and thickening the grout mix as required (as per specification/appropriate methods) by using admixture for increasing workability, 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. | Item13 | 320 | MT |
| 15 | 2.06 | Supplying M.S core boxes with 150x60x10cm with 7 inside compartments and hinged top cover with locking arrangements and 2 Nos. handle on sides, using 2mm thick M.S plate and 30x5mmM.S flats including cutting, shaping, welding, applying a coat of iron primer after scrapping and cleaning, painting with 2 coats of synthetic enamel paint, painting bore hole details and name scheme on both sides of lid for identification, etc. complete and measures in weight of the box and as per the direction of departmental officers. (For 10% of drilling length of 1600 m in rock.) | Item14 | 17 | each |
| 16 | 2.07 | 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. | Item15 | 43 | each |
| 17 | 3 | TREATMENT OF CONTRACTION JOINTS IN DAM BODY | |||
| 18 | 3.01 | 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. | Item17 | 380 | m |
| 19 | 3.02 | Supplying M.S core boxes with 150x60x10cm with 4 inside compartments and hinged top cover with locking arrangements and 2 Nos. handle on sides, using 2mm thick M.S plate and 30x5mmM.S flats including cutting, shaping, welding, applying a coat of iron primer after scrapping and cleaning, painting with 2 coats of synthetic enamel paint, painting bore hole details and name scheme on both sides of lid for identification, etc. complete and measures in weight of the box and as per the direction of departmental officers. (10 joints x 4 /6 = 6.7) | Item18 | 7 | Each |
| 20 | 4 | CRACKS REPAIRING ON UPSTREAM FACE OF DAM | |||
| 21 | 4.01 | Crack Repairing Rate using Cementitious Material : Surface cleaning along the crack, cutting of Vslot 25 mm deep along crack, fixing of 12 mm size nozzle for grouting at 2 m intervals, cleaning and saturating the slot, application of bonding coat using Megamix-II (XYPEX) or equivalent and fill the slot with special/approved mortar. Grouting of crack through nozzles with grout mix of XYPEX C 2000 NF or equivalent along with Micro-fine cement (grain size D95 < 20 microns) in 1:5 ratio as per technical specification. Application of slurry coat of XYPEX Concentrate or equivalent to make the whole surface water tight after cutting the nozzles, including fixing & dismantling of scaffolding & staging, providing and using required equipments like colloidal mixer, agitator, grout pump, high pressure hoses, valves & pressure gauges etc. | Item20 | 3669.65 | m |
| 22 | 5 | REAMING OF FORMED / POROUS DRAINS AND REAMING/ RE-DRILLING OF FOUNDATION DRAINAGE HOLES | |||
| 23 | 5.01 | Reaming of porous drains: Reaming of porous drain holes of sizes 200 mm 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. | Item22 | 1640 | m |
| 24 | 5.02 | Reaming/re-drilling of foundation drainage holes: Reaming of existing vertical/inclined drainage holes of 75 mm diameter inside the gallery by suitable reaming method from drainage gallery floor to drainage hole bottom inclusive of all machineries, equipment, 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. | Item23 | 1386.25 | m |
| 25 | 6 | Providing storm water drain on the left bank downstream side of Umiam Stage-I Concrete Dam | |||
| 26 | 6.01 | 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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil. | Item25 | 92.55 | cum |
| 27 | 6.02 | Providing levelling M10 or 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 20 mm nominal size) concrete | Item26 | 18.6 | cum |
| 28 | 6.03 | Centering and shuttering including strutting, propping, etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Item27 | 526 | sqm |
| 29 | 6.04 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, and binding all complete upto plinth level. Hard drawn steel wire fabric. | Item28 | 3079.97 | kgs |
| 30 | 6.05 | 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 : M25 or 1:1:2 (1 cement : 1 coarse sand(zone-III) : 2 graded stone aggregate 20 mm nominal size) concrete | Item29 | 85.3 | cum |
| 31 | 6.06 | Providing 20 mm cement plaster of mix: 1:4 (1 cement: 4 fine sand) | Item30 | 387.5 | sqm |
| 32 | 7 | Providing storm water drain on the right bank downstream side of Umiam Stage-I Concrete Dam | |||
| 33 | 7.01 | 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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil. | Item32 | 92.55 | cum |
| 34 | 7.02 | Providing levelling M10 or 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 20 mm nominal size) concrete | Item33 | 22.8 | cum |
| 35 | 7.03 | Centering and shuttering including strutting, propping, etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Item34 | 639.2 | sqm |
| 36 | 7.04 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, and binding all complete upto plinth level. Hard drawn steel wire fabric. | Item35 | 3730.73 | kgs |
| 37 | 7.05 | 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 : M25 or 1:1:2 (1 cement : 1 coarse sand(zone-III) : 2 graded stone aggregate 20 mm nominal size) concrete | Item36 | 102.2 | cum |
| 38 | 7.06 | Providing 20 mm cement plaster of mix: 1:4 (1 cement: 4 fine sand) | Item37 | 475 | sqm |
| 39 | 8 | Providing storm water drain on the left bank upstream side of Umiam Stage-I Concrete Dam | |||
| 40 | 8.01 | 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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil. | Item39 | 92.55 | cum |
| 41 | 8.02 | Providing levelling M10 or 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 20 mm nominal size) concrete | Item40 | 19.58 | cum |
| 42 | 8.03 | Centering and shuttering including strutting, propping, etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Item41 | 580 | sqm |
| 43 | 8.04 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, and binding all complete upto plinth level. Hard drawn steel wire fabric. | Item42 | 3286.75 | kgs |
| 44 | 8.05 | 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 : M25 or 1:1:2 (1 cement : 1 coarse sand(zone-III) : 2 graded stone aggregate 20 mm nominal size) concrete | Item43 | 85.55 | cum |
| 45 | 8.06 | Providing 20 mm cement plaster of mix: 1:4 (1 cement: 4 fine sand) | Item44 | 427.75 | sqm |
| 46 | 9 | Cleaning of dirt, moss, herbs, etc. from Dam body surface on the downstream side and uprooting of grass, weeds, jungle etc from the toe (NOF Block) | |||
| 47 | 9.01 | Jet Washing of Dam Body : Pressure washing of the downstream face of the dam & its appurtenance: Scraping and cleaning the downstream face of the dam and its appurtenance by cleaning and removing dirt, dust, bird droppings,m grease oil, lagae, fungus, monkey beats, vegetables growths etc. including washing the surface with the help of high pressure air-water jet machine, complete in all respect, including taking all precautions to safeguard structure, all as per direction of Engineer-in-charge by using winch and cradle (the rate is inclusive of all materials & labours involved). | Item46 | 7867.34 | sqm |
| 48 | 9.02 | 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. | Item47 | 931.25 | sqm |
| 49 | 10 | Construction of Watch Tower at Umiam Stage-I Concrete Dam on the Left Bank | |||
| 50 | 10.01 | 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 | Item49 | 40.5 | Cum |
| 51 | 10.02 | 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 100 mm. | Item50 | 20.25 | Sqm |
| 52 | 10.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : M15 or 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | Item51 | 2.03 | Cum |
| 53 | 10.04 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, and binding all complete upto plinth level. | |||
| 54 | 10.05 | Hard drawn steel wire fabric | Item53 | 3301.44 | Kg |
| 55 | 10.06 | Mild steel and Medium Tensile steel bars | Item54 | 75.7 | Kg |
| 56 | 10.07 | Centering and shuttering including strutting, propping etc. and removal of form for: | |||
| 57 | 10.08 | Foundations, footings, bases of columns, etc. for mass concrete | Item56 | 13.6 | Sqm |
| 58 | 10.09 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Item57 | 119.58 | Sqm |
| 59 | 10.1 | Suspended floors, roofs, landings, balconies, and access platform | Item58 | 39.58 | Sqm |
| 60 | 10.11 | Stairs, (excluding landings) except spiral-staircases | Item59 | 14.76 | Sqm |
| 61 | 10.12 | 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) | Item60 | 3 | Cum |
| 62 | 10.13 | Providing and laying in position M15 grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | Item61 | 10.77 | Cum |
| 63 | 10.14 | 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 : M20 or 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) | Item62 | 12.97 | Cum |
| 64 | 10.15 | 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) | Item63 | 1 | Cum |
| 65 | 10.16 | 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 | Item64 | 563.4 | Kg |
| 66 | 10.17 | 15 mm cement plaster on the rough side of single or half brick wall of mix: 1:4 (1 cement: 4 fine sand) | Item65 | 223.12 | Sqm |
| 67 | 10.18 | 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 | Item66 | 175.24 | Sqm |
| 68 | 10.19 | Applying priming coat: with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Item67 | 90 | Sqm |
| 69 | 10.2 | 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 | Item68 | 90 | Sqm |
| 70 | 11 | Construction of Watch Tower at Umiam Stage-I Concrete Dam on the Right Bank | |||
| 71 | 11.01 | 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 | Item70 | 40.5 | Cum |
| 72 | 11.02 | 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 100 mm. | Item71 | 20.25 | Sqm |
| 73 | 11.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : M15 or 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) concrete | Item72 | 2.03 | Cum |
| 74 | 11.04 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, and binding all complete upto plinth level. | |||
| 75 | 11.05 | Hard drawn steel wire fabric | Item74 | 3301.44 | Kg |
| 76 | 11.06 | Mild steel and Medium Tensile steel bars | Item75 | 75.7 | Kg |
| 77 | 11.07 | Centering and shuttering including strutting, propping etc. and removal of form for: | |||
| 78 | 11.08 | Foundations, footings, bases of columns, etc. for mass concrete | Item77 | 13.6 | Sqm |
| 79 | 11.09 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Item78 | 119.58 | Sqm |
| 80 | 11.1 | Suspended floors, roofs, landings, balconies, and access platform | Item79 | 39.58 | Sqm |
| 81 | 11.11 | Stairs, (excluding landings) except spiral-staircases | Item80 | 14.76 | Sqm |
| 82 | 11.12 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement M10 concrete or 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:4 (1 cement : 4 coarse sand) | Item81 | 3 | cu.m |
| 83 | 11.13 | Providing and laying in position M15 grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | Item82 | 10.77 | Cum |
| 84 | 11.14 | 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 : M20 or 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) concrete | Item83 | 12.97 | Cum |
| 85 | 11.15 | 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) | Item84 | 1 | Cum |
| 86 | 11.16 | 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 | Item85 | 563.4 | Kg |
| 87 | 11.17 | 15 mm cement plaster on the rough side of single or half brick wall of mix: 1:4 (1 cement: 4 fine sand) | Item86 | 223.12 | Sqm |
| 88 | 11.18 | 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 | Item87 | 175.24 | Sqm |
| 89 | 11.19 | Applying priming coat: with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Item88 | 90 | Sqm |
| 90 | 11.2 | 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 | Item89 | 90 | Sqm |
| 91 | 12 | Construction of RCC Protection wall on the Left Bank of downstream Side of the Concrete Dam | |||
| 92 | 12.01 | 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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | Item91 | 181.85 | Cum |
| 93 | 12.02 | Providing M25 or 1:1:2 (1 Cement : 1 coarse sand (zone-III) : 2 graded stone aggregate 20 mm nominal size) concrete | Item92 | 9.9 | Cum |
| 94 | 12.03 | Centering and shuttering including strutting, propping etc. and removal of form for: | |||
| 95 | 12.04 | Foundations, footings, bases of columns, etc. for mass concrete | Item94 | 36 | Sqm |
| 96 | 12.05 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Item95 | 284 | Sqm |
| 97 | 12.06 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, and binding all complete upto plinth level. Hard drawn steel wire fabric. | Item96 | 22979.5 | Kg |
| 98 | 12.07 | 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 : M25 or 1:1:2 (1 cement : 1 coarse sand(zone-III) : 2 graded stone aggregate 20 mm nominal size) concrete | Item97 | 171 | Cum |
| 99 | 13 | Steps on the downstream face of Dyke-I required to facilitate the operation and maintenance | |||
| 100 | 13.01 | 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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | Item99 | 262.02 | Cum |
| 101 | 13.02 | 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 150 mm. | Item100 | 858 | Sqm |
| 102 | 13.03 | Provide M15 or 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) concrete | Item101 | 97.25 | Cum |
| 103 | 13.04 | 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) upto plinth level with : Cement mortar 1:4 (1 cement : 4 coarse sand) | Item102 | 163.1 | Cum |
| 104 | 13.05 | Provide 20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) | Item103 | 1220.45 | sqm |
| 105 | 13.06 | Providing, fitting, and fixing in position steel gates with RSJ post (100x5) mm with leaves frames and diagonally braced with m/s angle (25mmx25mmx6mm) gusset plate of (100x100x6)mm with chain link wire netting of 10 SW GI wire 100mmx10mm diamond mesh including bolts nuts and hooks etc complete. | Item104 | 10.92 | sqm |
| 106 | 14 | Cross and longitudinal drains in the downstream slope and on the berms. | |||
| 107 | 14.01 | 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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | Item106 | 2193.89 | cum |
| 108 | 14.02 | 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 (c )Stone soling of thickness 100mm. | Item107 | 1457.21 | sq.m |
| 109 | 14.03 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | Item108 | 466.81 | cum |
| 110 | 14.04 | 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) | Item109 | 260.59 | cum |
| 111 | 14.05 | 20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) | Item110 | 3193.86 | sq.m |
| 112 | 15 | Uprooting of Trees, jungle from the slope and terrain area of Main Dyke at Umiam | |||
| 113 | 15.01 | 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 slope and terrain area of Dyke and disposal of spoils outside the Dyke and as directed | Item112 | 24150 | sqm |
| 114 | 16 | Providing Toe drain to be provided and suitably connected further downstream Dyke-I | |||
| 115 | 16.01 | 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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | Item114 | 890 | Cum |
| 116 | 16.02 | 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 100 mm. | Item115 | 372 | Sqm |
| 117 | 16.03 | Provide M20 or 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) concrete | Item116 | 118.8 | Cum |
| 118 | 16.04 | 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 : M25 or 1:1:2 (1 cement : 1 coarse sand(zone-III) : 2 graded stone aggregate 20 mm nominal size) concrete | Item117 | 106.4 | Cum |
| 119 | 16.05 | Provide 20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) | Item118 | 1184 | Sqm |
| 120 | 17 | Repair/ Re-sectioning of Riprap including providing longitudinal and transverse toe wall to maintain stability for Dyke-1 | |||
| 121 | 17.01 | 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. | Item120 | 7998.35 | cum |
| 122 | 17.02 | Provide M20 or 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) concrete | Item121 | 704.7 | cum |
| 123 | 17.03 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, and binding all complete upto plinth level. Hard drawn steel wire fabric | Item122 | 590.28 | Ton |
| 124 | 17.04 | Centering and shuttering including strutting, propping etc. and removal of form for : | |||
| 125 | 17.05 | Foundations, footings, bases of columns, etc. for mass concrete | Item124 | 4698 | Sqm |
| 126 | 17.06 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Item125 | 17617.5 | Sqm |
| 127 | 17.07 | 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 : M20 or 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) concrete | Item126 | 8015.96 | Cum |
| 128 | 17.08 | Riprap Resetting: Re-construction 600 mm thick hand packed rough stone revetment with through stones at 1.50 m c/c over a backing of 450 mm thick graded filter media consisting of sand, 10 mm and 40mm downgraded aggregates satisfying specified filter criteria laid in layers of 150 mm thick using sand from approved quarry and stones and filter aggregates obtained from revetment removed for re-construction including cost of sand, labour for laying filter and stones to specified slopes, wedging with stone chips etc complete with all leads and lifts and as per direction of Engineer-in-charge. | Item127 | 34101.3 | Sqm |
| 129 | 18 | Chain link fencing to be extended on the downstream side of main Dyke - I. | |||
| 130 | 18.01 | 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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | Item129 | 63.82 | cum |
| 131 | 18.02 | Providing M20 or 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) concrete. | Item130 | 8.2 | Cum |
| 132 | 18.03 | 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 1:6 (1 cement : 6 coarse sand) | Item131 | 65.77 | Cum |
| 133 | 18.04 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade | Item132 | 364.8 | Sqm |
| 134 | 18.05 | 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: | |||
| 135 | 18.06 | Providing M20 or 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size) concrete | Item134 | 1.32 | Cum |
| 136 | 18.07 | Providing M15 or 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) concrete. | Item135 | 6.58 | Cum |
| 137 | 18.08 | Supplying fitting and fixing barbed wire at top of the fencing to the angle post. | Item136 | 456 | m |
| 138 | 18.09 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | Item137 | 121.09 | Kg |
| 139 | 18.1 | 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) | Item138 | 134.82 | sqm |
| 140 | 18.11 | 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 | Item139 | 1149.12 | kg |
| 141 | 18.12 | Providing, fitting, and fixing in position steel gates with RSJ post (100x5)mm with leaves frames and diagonally braced with m/s angle (25mmx25mmx6mm) gusset plate of (100x100x6)mm with chain link wire netting of 10 SW GI wire 100mmx10mm diamond mesh including bolts nuts and hooks etc complete. | Item140 | 17.6 | sqm |
| 142 | 18.13 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture | Item141 | 48.72 | sqm |
| 143 | 19 | Construction of Watch Tower at Stage-I Umiam Dyke-I on the Left Bank | |||
| 144 | 19.01 | 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 | Item143 | 40.5 | Cum |
| 145 | 19.02 | 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 (c) stone soling of thickness 100 mm | Item144 | 20.25 | Sqm |
| 146 | 19.03 | Providing and laying in position cement concrete of M10 grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | Item145 | 2.03 | Cum |
| 147 | 19.04 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, and binding all complete upto plinth level. | |||
| 148 | 19.05 | Hard drawn steel wire fabric | Item147 | 3301.44 | kgs |
| 149 | 19.06 | Mild steel and Medium Tensile steel bars | Item148 | 75.7 | kgs |
| 150 | 19.07 | Centering and shuttering including strutting, propping etc. and removal of form for: | |||
| 151 | 19.08 | Foundations, footings, bases of columns, etc. for mass concrete | Item150 | 13.6 | Sqm |
| 152 | 19.09 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Item151 | 119.58 | Sqm |
| 153 | 19.1 | Suspended floors, roofs, landings, balconies, and access platform | Item152 | 39.58 | Sqm |
| 154 | 19.11 | Stairs, (excluding landings) except spiral-staircases | Item153 | 14.76 | Sqm |
| 155 | 19.12 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete M10 or 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:4 (1 cement : 4 coarse sand) | Item154 | 3 | Cum |
| 156 | 19.13 | Providing and laying in position M10 grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | Item155 | 10.77 | Cum |
| 157 | 19.14 | 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 : | Item156 | 12.97 | Cum |
| 158 | 19.15 | 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) | Item157 | 1 | Cum |
| 159 | 19.16 | 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 | Item158 | 563.4 | Kg |
| 160 | 19.17 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) | Item159 | 223.12 | Sqm |
| 161 | 19.18 | 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 | Item160 | 175.24 | Sqm |
| 162 | 19.19 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Item161 | 90 | Sqm |
| 163 | 19.2 | 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 manufacturer | Item162 | 90 | Sqm |
| 164 | 20 | Construction of Watch Tower at Stage-I Umiam Dyke-I on the Right Bank | |||
| 165 | 20.01 | 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 | Item164 | 40.5 | Cum |
| 166 | 20.02 | 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 (c) stone soling of thickness 100 mm | Item165 | 20.25 | Sqm |
| 167 | 20.03 | Providing and laying in position cement concrete of M10 grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | Item166 | 2.03 | Cum |
| 168 | 20.04 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, and binding all complete upto plinth level. | |||
| 169 | 20.05 | Hard drawn steel wire fabric | Item168 | 3301.44 | kgs |
| 170 | 20.06 | Mild steel and Medium Tensile steel bars | Item169 | 75.7 | kgs |
| 171 | 20.07 | Centering and shuttering including strutting, propping etc. and removal of form for: | |||
| 172 | 20.08 | Foundations, footings, bases of columns, etc. for mass concrete | Item171 | 13.6 | Sqm |
| 173 | 20.09 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Item172 | 119.58 | Sqm |
| 174 | 20.1 | Suspended floors, roofs, landings, balconies, and access platform | Item173 | 39.58 | Sqm |
| 175 | 20.11 | Stairs, (excluding landings) except spiral-staircases | Item174 | 14.76 | Sqm |
| 176 | 20.12 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete M10 or 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:4 (1 cement : 4 coarse sand) | Item175 | 3 | Cum |
| 177 | 20.13 | Providing and laying in position M10 grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | Item176 | 10.77 | Cum |
| 178 | 20.14 | 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 : | Item177 | 12.97 | Cum |
| 179 | 20.15 | 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) | Item178 | 1 | Cum |
| 180 | 20.16 | 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 | Item179 | 563.4 | Kg |
| 181 | 20.17 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) | Item180 | 223.12 | Sqm |
| 182 | 20.18 | 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 | Item181 | 175.24 | Sqm |
| 183 | 20.19 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Item182 | 90 | Sqm |
| 184 | 20.2 | 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 manufacturer | Item183 | 90 | Sqm |
| 185 | 21 | Steps on the downstream face of Dyke-II required to facilitate the maintenance | |||
| 186 | 21.01 | 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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | Item185 | 262.02 | Cum |
| 187 | 21.02 | 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 150 mm. | Item186 | 858 | Sqm |
| 188 | 21.03 | Provide M15 or 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) concrete | Item187 | 97.2496 | Cum |
| 189 | 21.04 | 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) upto plinth level with : Cement mortar 1:4 (1 cement : 4 coarse sand) | Item188 | 163.102 | Cum |
| 190 | 21.05 | Provide 20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) | Item189 | 1220.45 | Sqm |
| 191 | 21.06 | Providing, fitting, and fixing in position steel gates with RSJ post (100x5) mm with leaves frames and diagonally braced with m/s angle (25mmx25mmx6mm) gusset plate of (100x100x6)mm with chain link wire netting of 10 SW GI wire 100mmx10mm diamond mesh including bolts nuts and hooks etc complete. | Item190 | 10.92 | Sqm |
| 192 | 22 | Uprooting of Trees, jungle/Bushes etc. from the slope and terrain area of Dyke-II at Umiam | |||
| 193 | 22.01 | 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 slope and terrain area of Dyke and disposal of spoils outside the Dyke and as directed | Item192 | 10550 | Sqm |
| 194 | 23 | Repair/ Re-sectioning of Rip-rap including providing longitudinal and transverse toe wall to maintain stability of Rip-rap of Dyke-II | |||
| 195 | 23.01 | 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. | Item194 | 1134.88 | cum |
| 196 | 23.02 | Provide M10 or 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) concrete | Item195 | 99.12 | cum |
| 197 | 23.03 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, and binding all complete upto plinth level. Hard drawn steel wire fabric | Item196 | 54439.6 | Kgs |
| 198 | 23.04 | Centering and shuttering including strutting, propping etc. and removal of form for : | |||
| 199 | 23.05 | Foundations, footings, bases of columns, etc. for mass concrete | Item198 | 546.72 | sqm |
| 200 | 23.06 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Item199 | 4100.4 | sqm |
| 201 | 23.07 | 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 : M20 or 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) concrete | Item200 | 833.06 | cum |
| 202 | 23.08 | Riprap Resetting: Re-construction 600 mm thick hand packed rough stone revetment with through stones at 1.50 m c/c over a backing of 450 mm thick graded filter media consisting of sand, 10 mm and 40mm downgraded aggregates satisfying specified filter criteria laid in layers of 150 mm thick using sand from approved quarry and stones and filter aggregates obtained from revetment removed for re-construction including cost of sand, labour for laying filter and stones to specified slopes, wedging with stone chips etc complete with all leads and lifts and as per direction of Engineer-in-charge. | Item201 | 4430.96 | sqm |
| 203 | 24 | Chain link fencing both upstream and downstream of the rip rap including the main state highway at Dyke - II | |||
| 204 | 24.01 | 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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | Item203 | 196.35 | cum |
| 205 | 24.02 | Providing M10 or 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) concrete. | Item204 | 23.4 | cum |
| 206 | 24.03 | 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 1:6 (1 cement : 6 coarse sand) | Item205 | 292.5 | cum |
| 207 | 24.04 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade | Item206 | 924 | sqm |
| 208 | 24.05 | 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: | |||
| 209 | 24.06 | Providing M20 or 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size) concrete | Item208 | 2.66 | cum |
| 210 | 24.07 | Providing M15 or 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) concrete. | Item209 | 7.65 | cum |
| 211 | 24.08 | Supplying fitting and fixing barbed wire at top of the fencing to the angle post. | Item210 | 1155 | m |
| 212 | 24.09 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | Item211 | 716.1 | kg |
| 213 | 24.1 | Provide 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) | Item212 | 826 | sqm |
| 214 | 24.11 | 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 | Item213 | 2694.96 | kg |
| 215 | 24.12 | Providing, fitting, and fixing in position steel gates with RSJ post (100x5)mm with leaves frames and diagonally braced with m/s angle (25mmx25mmx6mm) gusset plate of (100x100x6)mm with chain link wire netting of 10 SW GI wire 100mmx10mm diamond mesh including bolts nuts and hooks etc complete. | Item214 | 17.6 | sqm |
| 216 | 24.13 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture | Item215 | 114.26 | sqm |
| 217 | 25 | Construction of Watch Tower at Stage-I Umiam Dyke- II on the Left Bank | |||
| 218 | 25.01 | 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 | Item217 | 40.5 | Cum |
| 219 | 25.02 | 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 (c) stone soling of thickness 100 mm | Item218 | 20.25 | Sqm |
| 220 | 25.03 | Providing and laying in position cement concrete of M10 grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | Item219 | 2.03 | Cum |
| 221 | 25.04 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, and binding all complete upto plinth level. | |||
| 222 | 25.05 | Hard drawn steel wire fabric | Item221 | 3301.44 | kgs |
| 223 | 25.06 | Mild steel and Medium Tensile steel bars | Item222 | 75.7 | kgs |
| 224 | 25.07 | Centering and shuttering including strutting, propping etc. and removal of form for: | |||
| 225 | 25.08 | Foundations, footings, bases of columns, etc. for mass concrete | Item224 | 13.6 | Sqm |
| 226 | 25.09 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Item225 | 119.58 | Sqm |
| 227 | 25.1 | Suspended floors, roofs, landings, balconies, and access platform | Item226 | 39.58 | Sqm |
| 228 | 25.11 | Stairs, (excluding landings) except spiral-staircases | Item227 | 14.76 | Sqm |
| 229 | 25.12 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete M10 or 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:4 (1 cement : 4 coarse sand) | Item228 | 3 | Cum |
| 230 | 25.13 | Providing and laying in position M10 grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | Item229 | 10.77 | Cum |
| 231 | 25.14 | 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 : | Item230 | 12.97 | Cum |
| 232 | 25.15 | 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) | Item231 | 1 | Cum |
| 233 | 25.16 | 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 | Item232 | 563.4 | Kg |
| 234 | 25.17 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) | Item233 | 223.12 | Sqm |
| 235 | 25.18 | 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 | Item234 | 175.24 | Sqm |
| 236 | 25.19 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Item235 | 90 | Sqm |
| 237 | 25.2 | 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 manufacturer | Item236 | 90 | Sqm |
| 238 | 26 | Construction of Watch Tower at Stage-I Umiam Dyke- II on the Right Bank | |||
| 239 | 26.01 | 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 | Item238 | 40.5 | Cum |
| 240 | 26.02 | 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 (c) stone soling of thickness 100 mm | Item239 | 20.25 | Sqm |
| 241 | 26.03 | Providing and laying in position cement concrete of M10 grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | Item240 | 2.03 | Cum |
| 242 | 26.04 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, and binding all complete upto plinth level. | |||
| 243 | 26.05 | Hard drawn steel wire fabric | Item242 | 3301.44 | kgs |
| 244 | 26.06 | Mild steel and Medium Tensile steel bars | Item243 | 75.7 | kgs |
| 245 | 26.07 | Centering and shuttering including strutting, propping etc. and removal of form for: | |||
| 246 | 26.08 | Foundations, footings, bases of columns, etc. for mass concrete | Item245 | 13.6 | Sqm |
| 247 | 26.09 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Item246 | 119.58 | Sqm |
| 248 | 26.1 | Suspended floors, roofs, landings, balconies, and access platform | Item247 | 39.58 | Sqm |
| 249 | 26.11 | Stairs, (excluding landings) except spiral-staircases | Item248 | 14.76 | Sqm |
| 250 | 26.12 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete M10 or 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:4 (1 cement : 4 coarse sand) | Item249 | 3 | Cum |
| 251 | 26.13 | Providing and laying in position M10 grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | Item250 | 10.77 | Cum |
| 252 | 26.14 | 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 : | Item251 | 12.97 | Cum |
| 253 | 26.15 | 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) | Item252 | 1 | Cum |
| 254 | 26.16 | 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 | Item253 | 563.4 | Kg |
| 255 | 26.17 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) | Item254 | 223.12 | Sqm |
| 256 | 26.18 | 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 | Item255 | 175.24 | Sqm |
| 257 | 26.19 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Item256 | 90 | Sqm |
| 258 | 26.2 | 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 manufacturer | Item257 | 90 | Sqm |
| 259 | 27 | Permanent accommodation for the security personnel/ Gate Operators including provision reliable communication system. | |||
| 260 | 27.01 | 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. | Item259 | 163.97 | m3 |
| 261 | 27.02 | 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. | Item260 | 195.74 | m3 |
| 262 | 27.03 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | Item261 | 27.75 | m3 |
| 263 | 27.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 4.1.5. 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal size. | Item262 | 16.88 | m3 |
| 264 | 27.05 | Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement: 6 coarse sand) | Item263 | 31.58 | m3 |
| 265 | 27.06 | 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 In foundation upto Plinth | Item264 | 3731.11 | Kg |
| 266 | 27.07 | 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. Above plinth | Item265 | 15747.1 | Kg |
| 267 | 27.08 | 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. | Item266 | 118.91 | Kg |
| 268 | 27.09 | Centering and shuttering including strutting, propping etc. and removal of works for: Foundation, footing, base of column, Pile cap, raft and mass concrete works etc. | Item267 | 46.08 | m2 |
| 269 | 27.1 | Lintels, beams, plinth beams, girders, bressumers and cantilever. | Item268 | 278.72 | m2 |
| 270 | 27.11 | Column, pillars, piers, abutments, posts & struts. | Item269 | 214.02 | m2 |
| 271 | 27.12 | Suspended floors, roofs, landings, balconies and access platform. | Item270 | 475 | m2 |
| 272 | 27.13 | Stairs, (excluding landings) except spiral-staircases. | Item271 | 22.92 | m2 |
| 273 | 27.14 | Edges of slabs and breaks in floors and walls Under 20 cm wide | Item272 | 146.88 | Rm |
| 274 | 27.15 | 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 : 1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | Item273 | 42.81 | m3 |
| 275 | 27.16 | 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 : 1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) | Item274 | 11.65 | m3 |
| 276 | 27.17 | 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). | Item275 | 74.3 | m3 |
| 277 | 27.18 | 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 1:6 (1 cement : 6 coarse sand) : With modular bricks. | Item276 | 76.32 | m3 |
| 278 | 27.19 | 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. | Item277 | 2.04 | m3 |
| 279 | 27.2 | 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) | Item278 | 1714.08 | Kg |
| 280 | 27.21 | 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 | Item279 | 796.69 | Kg |
| 281 | 27.22 | 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. | Item280 | 4.3 | m2 |
| 282 | 27.23 | 20mm cement plaster of mix 1:4 (1 cement : 4 fine sand) | Item281 | 2168.08 | m2 |
| 283 | 27.24 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster: | Item282 | 179.82 | m2 |
| 284 | 27.25 | 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. 11.6.1 18 mm thick | Item283 | 61.87 | m2 |
| 285 | 27.26 | 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. | Item284 | 174.67 | m2 |
| 286 | 27.27 | 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). | Item285 | 202.16 | m2 |
| 287 | 27.28 | 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. (b) 50mm thick in proportion 1:4:8 | Item286 | 34.83 | m2 |
| 288 | 27.29 | 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. | Item287 | 44.11 | m2 |
| 289 | 27.3 | 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. | Item288 | 15.8 | m2 |
| 290 | 27.31 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, 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 | Item289 | 8.93 | m2 |
| 291 | 27.32 | 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 | Item290 | 88 | m2 |
| 292 | 27.33 | Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 125x64x2.50 mm | Item291 | 159 | No. |
| 293 | 27.34 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm | Item292 | 106 | Each |
| 294 | 27.35 | Providing and fixing bright finished brass handles with screws etc. complete. 125mm | Item293 | 106 | Each |
| 295 | 27.36 | Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x10x5mm | Item294 | 53 | Each |
| 296 | 27.37 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes | Item295 | 83.25 | m2 |
| 297 | 27.38 | 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). | Item296 | 7.2 | m2 |
| 298 | 27.39 | 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 | Item297 | 8 | No. |
| 299 | 27.4 | 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:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Item298 | 8 | No. |
| 300 | 27.41 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Item299 | 8 | No. |
| 301 | 27.42 | 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 : (b) Medium | Item300 | 8 | No |
| 302 | 27.43 | 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 | Item301 | 8 | Nos. |
| 303 | 27.44 | 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 | Item302 | 8 | Nos. |
| 304 | 27.45 | 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 | Item303 | 16 | Nos. |
| 305 | 27.46 | Providing and fixing soil, waste and vent pipes 100mm dia Sand cast iron S&S pipe as per IS: 1729 | Item304 | 72 | M |
| 306 | 27.47 | 75mm dia 1 Sand cast iron S&S pipe as per IS: 1729 | Item305 | 36 | M |
| 307 | 27.48 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete | |||
| 308 | 27.49 | 100 mm dia | Item307 | 16 | Nos |
| 309 | 27.5 | 75 mm dia. | Item308 | 12 | Nos |
| 310 | 27.51 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100x100x100mm Sand cast iron S&S as per IS - 1729 | Item309 | 8 | Nos |
| 311 | 27.52 | 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 Providing and fixing terminal guard : | Item310 | 4 | No |
| 312 | 27.53 | 100 mm Sand cast iron S&S as per IS - 1729 | Item311 | 4 | No |
| 313 | 27.54 | Providing and fixing terminal guard : 75 mm Sand cast iron S&S as per IS - 1729 (d) 75 mm dia. PVC cowl of ISI make | Item312 | 4 | No. |
| 314 | 27.55 | 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 | Item313 | 8 | No. |
| 315 | 27.56 | 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 | Item314 | 8 | No. |
| 316 | 27.57 | 17.70.2 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 | Item315 | 16 | Nos. |
| 317 | 27.58 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer. | Item316 | 1628.37 | m2 |
| 318 | 27.59 | 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. | Item317 | 539.72 | m2 |
| 319 | 27.6 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work | Item318 | 1628.37 | m2 |
| 320 | 27.61 | Applying priming coat. With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Item319 | 228.79 | m2 |
| 321 | 27.62 | Applying priming coat. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat). | Item320 | 165.61 | m2 |
| 322 | 27.63 | 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. (c) 1000 litre capacity | Item321 | 8000 | Lit |
| 323 | 27.64 | 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. | Item322 | 60 | R.m. |
| 324 | 27.65 | 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. | Item323 | 120 | R.m. |
| 325 | 27.66 | Supplying and fixing gun metal gate valvwith CI wheel approved quality (screw end): 25 mm nominal bore | Item324 | 4 | No. |
| 326 | 27.67 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931. 15mm nominal bore | Item325 | 32 | No. |
| 327 | 27.68 | 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 | Item326 | 16 | No. |
| 328 | 27.69 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15mm nominal bore | Item327 | 8 | Nos. |
| 329 | 28 | Construction of Septic Tank for Security Personnel/ Water Level Recorder at Umiam Concrete Dam Site. | |||
| 330 | 28.01 | 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. | Item329 | 34.61 | m3 |
| 331 | 28.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal nsize. | Item330 | 1.21 | m3 |
| 332 | 28.03 | 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 1:6 (1 cement : 6 coarse sand) : With modular bricks. | Item331 | 9.67 | m3 |
| 333 | 28.04 | 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 | Item332 | 233.84 | Kg |
| 334 | 28.05 | 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. | Item333 | 8.58 | Kg |
| 335 | 28.06 | Centering and shuttering including strutting, propping etc. and removal of works for: Lintels, beams, plinth beams, girders, bressumers and cantilever. | Item334 | 2 | Sq.m |
| 336 | 28.07 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform. (i) Thickness of floors/slab upto 200 mm. | Item335 | 13.27 | Sqm |
| 337 | 28.08 | 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). | Item336 | 1.57 | m3 |
| 338 | 28.09 | 20mm cement plaster of mix. 1:4 (1 cement : 4 fine sand) | Item337 | 56.23 | S.qm. |
| 339 | 28.1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement:2 coarse sand (Zone III) : 4 graded stone aggregate 20mm nominal nsize. | Item338 | 0.76 | Sq.m. |
| 340 | 28.11 | Providing and fixing soil, waste and vent pipes 100mm dia Sand cast iron S&S pipe as per IS: 1729 | Item339 | 20 | m |
| 341 | 28.12 | 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 | Item340 | 2 | Nos. |
| 342 | 28.13 | Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. | Item341 | 1 | No. |
| 343 | 29 | Internal Wiring for Security Personnel/ Water Level Recorder at Umiam Concrete Dam Site. | |||
| 344 | 29.01 | 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 | Item343 | 116 | No |
| 345 | 29.02 | 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. | Item344 | 720 | m |
| 346 | 29.03 | 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. | Item345 | 320 | m |
| 347 | 29.04 | 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 | Item346 | 80 | m |
| 348 | 29.05 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. | |||
| 349 | 29.06 | 5/6 A switch | Item348 | 24 | Nos |
| 350 | 29.07 | 15/16 A switch | Item349 | 16 | Nos |
| 351 | 29.08 | 3 pin 5/6 A socket outlet | Item350 | 24 | Nos |
| 352 | 29.09 | 6 pin 15/16 A socket outlet | Item351 | 16 | Nos |
| 353 | 29.1 | Bell push | Item352 | 8 | Nos |
| 354 | 29.11 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. | |||
| 355 | 29.12 | 3 module (100mmx75mm) | Item354 | 2 | Nos |
| 356 | 29.13 | 6 module (100mmx75mm) | Item355 | 6 | Nos |
| 357 | 29.14 | Supplying and fixing brass batten/ angle holder including connection etc as required. | Item356 | 52 | Nos |
| 358 | 29.15 | Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. | Item357 | 8 | Nos |
| 359 | 29.16 | 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. | Item358 | 8 | Nos |
| 360 | 29.17 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. | Item359 | 8 | Nos |
| 361 | 29.18 | 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 | Item360 | 16 | Nos |
| 362 | 29.19 | 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 8 way (4 + 24), Double door | Item361 | 8 | Nos |
| 363 | 29.2 | 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 | Item362 | 24 | Nos |
| 364 | 29.21 | 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 | Item363 | 2 | Nos |
| 365 | 29.22 | 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 | Item364 | 1 | Set |
| 366 | 29.23 | Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required. | Item365 | 20 | m |
| 367 | 30 | Construction of new office building for the Dam Executive Engineer Hydraulic Structure Umiam | |||
| 368 | 30.01 | 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. | Item367 | 186.79 | m3 |
| 369 | 30.02 | 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. | Item368 | 214.79 | m3 |
| 370 | 30.03 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | Item369 | 67.52 | m3 |
| 371 | 30.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal size. | Item370 | 8.38 | m3 |
| 372 | 30.05 | Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement: 6 coarse sand) | Item371 | 81.06 | m3 |
| 373 | 30.06 | 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 In foundation upto Plinth | Item372 | 4410.82 | Kg |
| 374 | 30.07 | 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. Above plinth | Item373 | 8981.23 | Kg |
| 375 | 30.08 | Centering and shuttering including strutting, propping etc. and removal of works for: | |||
| 376 | 30.09 | Foundation, footing, base of column, Pile cap, raft and mass concrete works etc. | Item375 | 105.29 | m2 |
| 377 | 30.1 | Lintels, beams, plinth beams, girders, bressumers and cantilever. | Item376 | 229.52 | m2 |
| 378 | 30.11 | 5.9.6 Column, pillars, piers, abutments, posts & struts. Suspended floors, roofs, landings, balconies and access platform. | Item377 | 141 | m2 |
| 379 | 30.12 | Ground floor: Slab | Item378 | 225.05 | m2 |
| 380 | 30.13 | Stairs, (excluding landings) except spiral-staircases. | Item379 | 15.14 | m2 |
| 381 | 30.14 | Edges of slabs and breaks in floors and walls Under 20 cm wide : Side slab | Item380 | 79.32 | Rm |
| 382 | 30.15 | 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 : 1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | Item381 | 50.46 | m3 |
| 383 | 30.16 | 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) | Item382 | 5.63 | m3 |
| 384 | 30.17 | 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). | Item383 | 36.77 | m3 |
| 385 | 30.18 | 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 | Item384 | 72.11 | Kg |
| 386 | 30.19 | 20mm cement plaster of mix. 1:4 (1 cement : 4 fine sand) Interior & Exterior | Item385 | 457.28 | m2 |
| 387 | 30.2 | 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. floor | Item386 | 67.52 | m2 |
| 388 | 30.21 | 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. (b) 50mm thick in proportion 1:4:8 Apron | Item387 | 34.83 | m2 |
| 389 | 30.22 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : | Item388 | 457.28 | m2 |
| 390 | 30.23 | 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. | Item389 | 457.28 | m2 . |
| 391 | 30.24 | (ii) First Floor | |||
| 392 | 30.25 | 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 | Item391 | 9162.39 | Kg |
| 393 | 30.26 | Centering and shuttering including strutting, propping etc. and removal of works for: Lintels, beams, plinth beams, girders, bressumers and cantilever. | Item392 | 207.91 | m2 |
| 394 | 30.27 | 5.9.6 Column, pillars, piers, abutments, posts & struts. | Item393 | 90 | m2 |
| 395 | 30.28 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Slab | Item394 | 246.35 | m2 |
| 396 | 30.29 | Edges of slabs and breaks in floors and walls Under 20 cm wide Side slab | Item395 | 79.32 | Rm |
| 397 | 30.3 | 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) | Item396 | 5.63 | m3 |
| 398 | 30.31 | 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). | Item397 | 39.47 | m3 |
| 399 | 30.32 | 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 1:6 (1 cement : 6 coarse sand) : With modular bricks. | Item398 | 65.71 | m3 |
| 400 | 30.33 | 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. | Item399 | 0.63 | m3 |
| 401 | 30.34 | 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) | Item400 | 1012.85 | Kg |
| 402 | 30.35 | 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 | Item401 | 72.11 | Kg |
| 403 | 30.36 | 20mm cement plaster of mix. 1:4 (1 cement : 4 fine sand) | Item402 | 1617.9 | m2 |
| 404 | 30.37 | Interior & Exterior | |||
| 405 | 30.38 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster: | Item404 | 67.52 | m2 |
| 406 | 30.39 | 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 | Item405 | 31.43 | m2 |
| 407 | 30.4 | 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. | Item406 | 225.05 | m2 |
| 408 | 30.41 | 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). Terrace | Item407 | 289.1 | m2 |
| 409 | 30.42 | 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. | Item408 | 108.72 | m2 |
| 410 | 30.43 | 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. | Item409 | 38.14 | m2 |
| 411 | 30.44 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, 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 | Item410 | 3.11 | m2 |
| 412 | 30.45 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, 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 | Item411 | 3.11 | m2 |
| 413 | 30.46 | 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 | Item412 | 30.66 | m2 |
| 414 | 30.47 | Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 125x64x2.50 mm Total | Item413 | 96 | Nos |
| 415 | 30.48 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm Total | Item414 | 64 | Each |
| 416 | 30.49 | Providing and fixing bright finished brass handles with screws etc. complete. 125mm | Item415 | 64 | Each |
| 417 | 30.5 | Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x10x5mm Total | Item416 | 64 | Each |
| 418 | 30.51 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes total | Item417 | 40.8 | m2 |
| 419 | 30.52 | 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). Total | Item418 | 40.8 | m2 |
| 420 | 30.53 | 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 W/C | Item419 | 6 | Nos. |
| 421 | 30.54 | 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:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer Washroom | Item420 | 6 | Nos. |
| 422 | 30.55 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. Toilet/washroom | Item421 | 7 | Nos. |
| 423 | 30.56 | 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 : (b) Medium Toilet/washroom | Item422 | 2 | Nos. |
| 424 | 30.57 | Providing and fixing Toilet paper Holder (b) Medium Toilet/washroom | Item423 | 6 | Nos. |
| 425 | 30.58 | 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 | Item424 | 2 | Nos. |
| 426 | 30.59 | Toilet/washroom | |||
| 427 | 30.6 | 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 | Item426 | 7 | Nos. |
| 428 | 30.61 | Providing and fixing soil, waste and vent pipes 100mm dia Sand cast iron S&S pipe as per IS: 1729 pipe (4"x10') | Item427 | 72 | m |
| 429 | 30.62 | 17.35.2 75mm dia Sand cast iron S&S pipe as per IS: 1729 pipe (3"x10') | Item428 | 36 | m |
| 430 | 30.63 | 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 | Item429 | 16 | Nos |
| 431 | 30.64 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100x100x100mm 1 Sand cast iron S&S as per IS - 1729 | Item430 | 4 | Nos |
| 432 | 30.65 | Providing and fixing terminal guard : 100 mm Sand cast iron S&S as per IS - 1729 | Item431 | 6 | Nos |
| 433 | 30.66 | 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 | Item432 | 4 | Nos |
| 434 | 30.67 | 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 | Item433 | 7 | Nos |
| 435 | 30.68 | 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 | Item434 | 7 | Nos |
| 436 | 30.69 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer. | Item435 | 1069.95 | m2 |
| 437 | 30.7 | Interior | |||
| 438 | 30.71 | 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. | Item437 | 547.95 | m2 |
| 439 | 30.72 | Exterior | |||
| 440 | 30.73 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work | Item439 | 1069.95 | m2 |
| 441 | 30.74 | Interior | |||
| 442 | 30.75 | Applying priming coat. With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) On Wood Work | Item441 | 165.98 | m2 |
| 443 | 30.76 | Applying priming coat. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat). | Item442 | 61.2 | m2 |
| 444 | 30.77 | Steel Window & Collapsible gate: | |||
| 445 | 30.78 | 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. | Item444 | 227.18 | m2 |
| 446 | 30.79 | 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. (c) 1000 litre capacity | Item445 | 4000 | Lit |
| 447 | 30.8 | 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. | |||
| 448 | 30.81 | Internal works - exposed on wall | |||
| 449 | 30.82 | 20mm nominal outer dia Pipes. | Item448 | 96 | Rm |
| 450 | 30.83 | 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. | Item449 | 36 | Rm |
| 451 | 30.84 | External works | |||
| 452 | 30.85 | Supplying and fixing gun metal gate valve with CI wheel approved quality (screw end): 25 mm nominal bore | Item451 | 4 | Nos |
| 453 | 30.86 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931. 15mm nominal bore | Item452 | 6 | Nos |
| 454 | 30.87 | 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 | Item453 | 7 | Nos |
| 455 | 31 | Construction of Septic Tank of new office building for the Dam Executive Engineer Hydraulic Structure Umiam | |||
| 456 | 31.01 | 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. | Item455 | 34.61 | m3 |
| 457 | 31.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal nsize. | Item456 | 1.21 | m3 |
| 458 | 31.03 | 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 1:6 (1 cement : 6 coarse sand) : With modular bricks. | Item457 | 9.67 | m3 |
| 459 | 31.04 | 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 | Item458 | 233.84 | Kg |
| 460 | 31.05 | 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 | Item459 | 8.58 | Kg |
| 461 | 31.06 | Centering and shuttering including strutting, propping etc. and removal of works for: Lintels, beams, plinth beams, girders, bressumers and cantilever. | Item460 | 2 | m2 |
| 462 | 31.07 | Suspended floors, roofs, landings, balconies and access platform. (i) Thickness of floors/slab upto 200 mm. | Item461 | 13.27 | m2 |
| 463 | 31.08 | 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). | Item462 | 1.57 | m3 |
| 464 | 31.09 | 20mm cement plaster of mix. 1:4 (1 cement : 4 fine sand) | Item463 | 56.23 | m2 |
| 465 | 31.1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement:2 coarse sand (Zone III) : 4 graded stone aggregate 20mm nominal nsize. | Item464 | 0.76 | m2 |
| 466 | 31.11 | Providing and fixing soil, waste and vent pipes 100mm dia Sand cast iron S&S pipe as per IS: 1729 | Item465 | 20 | m |
| 467 | 31.12 | 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 | Item466 | 2 | Nos |
| 468 | 31.13 | Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. | Item467 | 1 | No |
| 469 | 32 | Internal Electrification Wiring for new office building for the Dam Executive Engineer Hydraulic Structure Umiam | |||
| 470 | 32.01 | 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. | Item469 | 79 | Nos |
| 471 | 32.02 | 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. | Item470 | 120 | m |
| 472 | 32.03 | 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. | Item471 | 120 | m |
| 473 | 32.04 | 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 | Item472 | 80 | m |
| 474 | 32.05 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. | |||
| 475 | 32.06 | 5/6 A switch | Item474 | 10 | Nos |
| 476 | 32.07 | 15/16 A switch | Item475 | 8 | Nos |
| 477 | 32.08 | 3 pin 5/6 A socket outlet | Item476 | 10 | Nos |
| 478 | 32.09 | 6 pin 15/16 A socket outlet | Item477 | 8 | Nos |
| 479 | 32.1 | Bell push | Item478 | 4 | Nos |
| 480 | 32.11 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. | |||
| 481 | 32.12 | 3 module (100mmx75mm) | Item480 | 2 | Nos |
| 482 | 32.13 | 6 module (100mmx75mm) | Item481 | 6 | Nos |
| 483 | 32.14 | Supplying and fixing brass batten/ angle holder including connection etc as required. | Item482 | 30 | Nos |
| 484 | 32.15 | Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. | Item483 | 4 | Nos |
| 485 | 32.16 | 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. | Item484 | 8 | Nos |
| 486 | 32.17 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 510mm sweep | Item485 | 7 | Nos |
| 487 | 32.18 | 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 | Item486 | 8 | Nos |
| 488 | 32.19 | 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 8 way (4 + 24), Double door | Item487 | 4 | Nos |
| 489 | 32.2 | 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 | Item488 | 14 | Nos |
| 490 | 32.21 | 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 | Item489 | 4 | Nos |
| 491 | 32.22 | 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 | Item490 | 1 | Set |
| 492 | 32.23 | Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required. | Item491 | 20 | m |
| 493 | 33 | Office furniture /Equipment for the of the dam Executive Engineer Hydraulics Structure MePGCl Umiam\nFURNITURES :- | |||
| 494 | 33.01 | ZLDST225210L/RX | Item493 | 1 | No |
| 495 | 33.02 | MS-126 HB | Item494 | 1 | No |
| 496 | 33.03 | MS-126 LB | Item495 | 10 | Nos |
| 497 | 33.04 | ZLDST253210L/RX | Item496 | 2 | Nos |
| 498 | 33.05 | MS-124 HB | Item497 | 2 | Nos |
| 499 | 33.06 | MS-124 LB | Item498 | 8 | Nos |
| 500 | 33.07 | NIOT2109003DIS | Item499 | 11 | Nos |
| 501 | 33.08 | MS-128 HB | Item500 | 11 | Nos |
| 502 | 33.09 | MS-128 LB | Item501 | 22 | Nos |
| 503 | 33.1 | SWCT08 | Item502 | 7 | Nos |
| 504 | 33.11 | MS-160 | Item503 | 7 | Nos |
| 505 | 33.12 | RACK/GOODREJ :- | |||
| 506 | 33.13 | SLOTTED ANGLE RACK (1.6/0.7) | Item505 | 10 | Nos |
| 507 | 33.14 | ELEGANT P1 | Item506 | 8 | Nos |
| 508 | 33.15 | ELEGANT GLASS DOOR | Item507 | 4 | Nos |
| 509 | 33.16 | EQUIPMENT :- | |||
| 510 | 33.17 | COMPUTER core i9/asus Z390, RAM 16 GB/DVD/Cabiner/WBBITB 20 inch HP Monitor , Keyboard & Mouse (HP), UPS 600VA | Item509 | 7 | Nos |
| 511 | 33.18 | SANDISK PENDRIVE | Item510 | 7 | Nos |
| 512 | 33.19 | ANTIVIRUS | Item511 | 7 | Nos |
| 513 | 33.2 | PRINTER MACHINE (HP 319) | Item512 | 4 | Nos |
| 514 | 33.21 | XEROR/PHOTO COPIER MACHINE | Item513 | 1 | No |
| 515 | 33.22 | PLOTTER MACHINE EPSON MODEL- T 5430 COMPLETE INC. ALL ACCESORIES | Item514 | 1 | No |
| 516 | 33.23 | PROJECTOR SONY VPL-EW575 | Item515 | 1 | No |
| 517 | 33.24 | PROJECTOR SCREEN (9X12 MOTORISE) | Item516 | 1 | No |
| 518 | 34 | Construction of RCC Building for the Office of AEE Hydraulic Structure Maintenance Sub- Division at Sumer. | |||
| 519 | 34.01 | 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. | Item518 | 36.65 | Cu.m. |
| 520 | 34.02 | 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. | Item519 | 41.04 | Cu.m. |
| 521 | 34.03 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | Item520 | 12.53 | Cu.m. |
| 522 | 34.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal nsize. | Item521 | 15.27 | Cu.m. |
| 523 | 34.05 | Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement: 6 coarse sand) | Item522 | 9.85 | Cu.m. |
| 524 | 34.06 | 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 | Item523 | 4368.22 | Kg |
| 525 | 34.07 | Centering and shuttering including strutting, propping etc. and removal of works for: Foundation, footing, base of column, Pile cap, raft and mass concrete works etc. | Item524 | 10.08 | sqm |
| 526 | 34.08 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilever. | Item525 | 170.23 | sqm |
| 527 | 34.09 | Column, pillars, piers, abutments, posts & struts. | Item526 | 73.92 | sqm |
| 528 | 34.1 | Suspended floors, roofs, landings, balconies and access platform. | Item527 | 120.06 | sqm |
| 529 | 34.11 | 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) | Item528 | 10.13 | cum |
| 530 | 34.12 | 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 : | Item529 | 23.67 | Cum |
| 531 | 34.13 | 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 1:6 (1 cement : 6 coarse sand) : With modular bricks. | Item530 | 22.13 | C.um. |
| 532 | 34.14 | 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. | Item531 | 0.57 | C.um. |
| 533 | 34.15 | 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) | Item532 | 725.53 | kg |
| 534 | 34.16 | 20mm cement plaster of mix. 1:4 (1 cement : 4 fine sand) | Item533 | 516.75 | sqm |
| 535 | 34.17 | 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. | Item534 | 55.95 | sqm |
| 536 | 34.18 | 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. (b) 50mm thick in proportion 1:4:8 | Item535 | 24.19 | Sq.m |
| 537 | 34.19 | 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. Wall | Item536 | 21.67 | Sqm |
| 538 | 34.2 | 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. | Item537 | 8.38 | Sq.m |
| 539 | 34.21 | 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 | Item538 | 30.54 | Sqm |
| 540 | 34.22 | Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 125x64x2.50 mm | Item539 | 54 | Nos |
| 541 | 34.23 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm | Item540 | 36 | Each |
| 542 | 34.24 | Providing and fixing bright finished brass handles with screws etc. complete. 125mm | Item541 | 36 | Each |
| 543 | 34.25 | Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x10x5mm | Item542 | 18 | Each |
| 544 | 34.26 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes | Item543 | 58.14 | sqm |
| 545 | 34.27 | 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 | Item544 | 3 | Nos |
| 546 | 34.28 | 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:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Item545 | 3 | Nos. |
| 547 | 34.29 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Item546 | 3 | Nos. |
| 548 | 34.3 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia | Item547 | 3 | Nos. |
| 549 | 34.31 | 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 : (b) Medium | Item548 | 3 | Nos. |
| 550 | 34.32 | Providing and fixing Toilet paper Holder (b) Medium | Item549 | 3 | Nos. |
| 551 | 34.33 | 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 | Item550 | 3 | Nos. |
| 552 | 34.34 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete Flexible pipe Flexible pipe | Item551 | 3 | Nos. |
| 553 | 34.35 | Providing and fixing soil, waste and vent pipes 100mm dia Sand cast iron S&S pipe as per IS: 1729 | Item552 | 40 | m |
| 554 | 34.36 | 17.35.2 75mm dia Sand cast iron S&S pipe as per IS: 1729 | Item553 | 15 | m |
| 555 | 34.37 | 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 | Item554 | 6 | Nos |
| 556 | 34.38 | 75 mm dia. Sand cast iron S&S as per IS - 1729 | Item555 | 6 | Nos |
| 557 | 34.39 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100x100x100mm Sand cast iron S&S as per IS - 1729 | Item556 | 3 | Nos |
| 558 | 34.4 | 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 | Item557 | 3 | Nos |
| 559 | 34.41 | Providing and fixing terminal guard : 100 mm Sand cast iron S&S as per IS - 1729 | Item558 | 3 | Nos |
| 560 | 34.42 | Providing and fixing terminal guard : 75 mm Sand cast iron S&S as per IS - 1729 (d) 75 mm dia. PVC cowl of ISI make | Item559 | 3 | Nos |
| 561 | 34.43 | 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 | Item560 | 3 | Nos |
| 562 | 34.44 | 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 | Item561 | 3 | Nos |
| 563 | 34.45 | 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 | Item562 | 3 | Nos |
| 564 | 34.46 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer. | Item563 | 309.67 | Sq.m. |
| 565 | 34.47 | 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. | Item564 | 207.08 | Sq.m. |
| 566 | 34.48 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work | Item565 | 309.67 | Sq.m. |
| 567 | 34.49 | Applying priming coat. With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Item566 | 116.25 | Sqm |
| 568 | 34.5 | Applying priming coat. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat). | Item567 | 87.21 | Sq.m. |
| 569 | 34.51 | 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. | Item568 | 203.46 | Sq.m. |
| 570 | 34.52 | 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. (c) 1000 litre capacity | Item569 | 1000 | Lit |
| 571 | 34.53 | 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. | Item570 | 36 | R.m. |
| 572 | 34.54 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and coldwater 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. | Item571 | 60 | R.m. |
| 573 | 34.55 | Supplying and fixing gun metal gate valvwith CI wheel approved quality (screw end): 25 mm nominal bore | Item572 | 3 | No. |
| 574 | 34.56 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931. 15mm nominal bore | Item573 | 6 | No. |
| 575 | 34.57 | 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 | Item574 | 3 | No. |
| 576 | 34.58 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15mm nominal bore | Item575 | 3 | Nos. |
| 577 | 35 | Construction of Septic Tank for the Office Of Assistant Executive Engineeer Hydraulic Structure Maitenance Sub- Division Sumer (40 User) | |||
| 578 | 35.01 | 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. | Item577 | 34.61 | m3 |
| 579 | 35.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal nsize. | Item578 | 1.21 | m3 |
| 580 | 35.03 | 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 1:6 (1 cement : 6 coarse sand) : With modular bricks. | Item579 | 9.67 | m3 |
| 581 | 35.04 | 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 | Item580 | 233.84 | Kg |
| 582 | 35.05 | 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. | Item581 | 8.58 | Kg |
| 583 | 35.06 | Centering and shuttering including strutting, propping etc. and removal of works for: | |||
| 584 | 35.07 | Lintels, beams, plinth beams, girders, bressumers and cantilever. | Item583 | 2 | m2 |
| 585 | 35.08 | Suspended floors, roofs, landings, balconies and access platform. (i) Thickness of floors/slab upto 200 mm. | Item584 | 13.27 | m2 |
| 586 | 35.09 | 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). | Item585 | 1.57 | m3 |
| 587 | 35.1 | 20mm cement plaster of mix. 1:4 (1 cement : 4 fine sand) | Item586 | 56.23 | m2 |
| 588 | 35.11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement:2 coarse sand (Zone III) : 4 graded stone aggregate 20mm nominal nsize. | Item587 | 0.76 | m2 |
| 589 | 35.12 | Providing and fixing soil, waste and vent pipes 100mm dia Sand cast iron S&S pipe as per IS: 1729 | Item588 | 20 | m |
| 590 | 35.13 | 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 | Item589 | 2 | Nos |
| 591 | 35.14 | Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. | Item590 | 1 | No |
| 592 | 36 | Internal Wiring for the office of Assistant Executive Engineer Hydraulic Structure Maintenance Sub- Division at Sumer | |||
| 593 | 36.01 | 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 | Item592 | 43 | Nos |
| 594 | 36.02 | 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. | Item593 | 180 | m |
| 595 | 36.03 | 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. | Item594 | 320 | m |
| 596 | 36.04 | 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 | Item595 | 60 | m |
| 597 | 36.05 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. | |||
| 598 | 36.06 | 5/6 A switch | Item597 | 1 | Nos |
| 599 | 36.07 | 15/16 A switch | Item598 | 1 | Nos |
| 600 | 36.08 | 3 pin 5/6 A socket outlet | Item599 | 3 | Nos |
| 601 | 36.09 | 6 pin 15/16 A socket outlet | Item600 | 3 | Nos |
| 602 | 36.1 | Bell push | Item601 | 3 | Nos |
| 603 | 36.11 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. | |||
| 604 | 36.12 | 3 module (100mmx75mm) | Item603 | 1 | Nos |
| 605 | 36.13 | 6 module (100mmx75mm) | Item604 | 3 | Nos |
| 606 | 36.14 | Supplying and fixing brass batten/ angle holder including connection etc as required. | Item605 | 12 | Nos |
| 607 | 36.15 | Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. | Item606 | 3 | Nos |
| 608 | 36.16 | 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. | Item607 | 6 | Nos |
| 609 | 36.17 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. | Item608 | 6 | Nos |
| 610 | 36.18 | 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 | Item609 | 1 | Nos |
| 611 | 36.19 | 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 8 way (4 + 24), Double door | Item610 | 2 | Nos |
| 612 | 36.2 | 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 | Item611 | 3 | Nos |
| 613 | 36.21 | 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 | Item612 | 3 | Nos |
| 614 | 36.22 | 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 | Item613 | 1 | Set |
| 615 | 36.23 | Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required. | Item614 | 30 | m |
| 616 | 37 | Office furniture /Equipment for the office of the Assistant Executive Engineer, Hydraulics Structure Maintenance Subdivision, MePGCl Umiam\nFURNITURES :- | |||
| 617 | 37.01 | ZLDST253210L/RX | Item616 | 1 | No |
| 618 | 37.02 | MS-124 HB | Item617 | 1 | No |
| 619 | 37.03 | MS-124 LB | Item618 | 6 | Nos |
| 620 | 37.04 | NIOT2109003DIS | Item619 | 6 | Nos |
| 621 | 37.05 | MS-128 HB | Item620 | 6 | Nos |
| 622 | 37.06 | MS-128 LB | Item621 | 12 | Nos |
| 623 | 37.07 | SWCT08 | Item622 | 4 | Nos |
| 624 | 37.08 | MS-160 | Item623 | 4 | Nos |
| 625 | 37.09 | RACK/GOODREJ :- | |||
| 626 | 37.1 | SLOTTED ANGLE RACK (1.6/0.7) | Item625 | 6 | Nos |
| 627 | 37.11 | ELEGANT P1 | Item626 | 6 | Nos |
| 628 | 37.12 | EQUIPMENT :- | |||
| 629 | 37.13 | COMPUTER core i9/asus Z390, RAM 16 GB/DVD/Cabiner/WBBITB 20 inch HP Monitor , Keyboard & Mouse (HP), UPS 600VA | Item628 | 4 | Nos |
| 630 | 37.14 | SANDISK PENDRIVE | Item629 | 4 | Nos |
| 631 | 37.15 | ANTIVIRUS | Item630 | 4 | Nos |
| 632 | 37.16 | PRINTER MACHINE (HP 319) | Item631 | 3 | Nos |
| 633 | 37.17 | XEROR/PHOTO COPIER MACHINE (MP 2014) | Item632 | 1 | No |
| 634 | 38 | PART B – HYDROMECHANICAL WORKS | |||
| 635 | 38.01 | Replacement of Intake Gates, Trash rack including hoisting arrangement of Intake Gate at Umium Stage – I HEP | |||
| 636 | 38.02 | For Intake Gate and Hoist | |||
| 637 | 38.03 | Replacement of vertical lift gate , hoists and control at Intake including design , dismantling, fabrication, supply , transportation , fitting and fixing, painting, hoisting structure & shed, control panel, testing commissioning, etc., complete in all respect as per technical specification ( GTS and PTS ) and scope of work under GTS ( Clause 1.2.1) | |||
| 638 | 38.04 | Design , Supply and erection of Fixed Wheel Gates as per 1.2.1(a) | Item637 | 1 | Nos. |
| 639 | 38.05 | Design , Supply and erection of Hoist , control panel etc. as per 1.2.1(b) of TS | Item638 | 1 | Set |
| 640 | 38.06 | Design , Supply and erection of Hoist Supporting structure , hoist sheds etc. as per 1.2.1 ( c ) of TS | Item639 | 1 | Set |
| 641 | 38.07 | Design , Supply , and Installation of Dogging Beam as per 1.2.1 ( e ) of TS | Item640 | 1 | Set |
| 642 | 38.08 | Intake Trash rack | |||
| 643 | 38.09 | Replacement of Removable Trashrack including design , dismantling, fabrication, supply, fitting and fixing, painting, testing commissioning, etc., complete in all respect as per technical specification and scope of work under TS ( Clause 1.2.3) | Item642 | 1 | Set |
| 644 | 38.1 | Replacement of Bottom Rubber seal ( Approx. 25 m for 2 nos. gates ) and side Rubber seals ( approx.. 54 m for 2 nos. gates ) including dismantling , supply and fixing of Rubber Seal (with SS fastners- Approx. 860 kg for 2 nos. gates ) complete in all respect for spillway Radial gate ( Size 12.2 m wide x 12.2 m high ) | Item643 | 2 | Set |
| 645 | 38.11 | Mandatory spares as per List under the scope 4.0 ( PTS) | Item644 | 1 | Set |
| 646 | Total in Figures |
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