|
| 1 | (A) (CIVIL WORK ) Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In lime mortar. |
| 2 | Earth work in excavation by 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. Hard rock (blasting prohibited) All kinds of soil. |
| 3 | Ordinary rock |
| 4 | Hard rock (blasting prohibited) |
| 5 | Disposal of surplus earth from the site of work up to a distance of 5.0km as directed by Engineer in charge including loading, unloading and carting etc. all complete. |
| 6 | Dumping stone including cost of stones and carriage on horizontal level. |
| 7 | Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All worknup to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 8 | 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. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 10 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 11 | Local stone flooring with 30mm - 45 mm thick local stone tiles (Yamangs) sample of (local stone yamangs) shall be approved by Engineer-in charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with grey/ required colour cement slurry including dressing and smoothing uneven egdes with headload average lead 400 mtrs all complete job |
| 12 | Providing ,fabricaing,supplying and installing Stainless steel grating of 300 x300 mm comprising of all the essentials requirement at site. Rate includes all cutting,welding,edge bending,grinding and fixing in position as per drawings and architectural approval with headload average lead 400 mtrs all complete job |
| 13 | Supply, Laying and stacking at site: Good earth. |
| 14 | Laying and fitting of 200 mm dia UPVC Soil, Waste and Rainwater (SWR) pipe, Heavy Duty, Type-B conforming to IS:13592, including safe carriage to site of work, cutting to required length, jointing with rubber ring / solvent cement, fixing in position true to line and level, testing, including pipe essentials inlcluding headload average lead 400 mtrs all complete job as directed by the Engineer-in-Charge. 200 mm dia of length 6m. |
| 15 | 160 mm dia of length 6m. |
| 16 | Providing & Installation of ornamental lamp post of approved quality of cast iron weighing 105 kgs with pole height of 3.50 m with LED lights of 25 watts with complete foundation (220x220x380mm) M20 grade with fixing in position true to line and level, testing , with headload average lead 400 mtrs all complete job as directed by the Engineer-in-Charge(rate including GST & transportation etc.) wall mounted lamps. |
| 17 | Lamp post |
| 18 | Providing,supplying and fixing in position premium terracotta flower pots of minimum size 450mm dia and 400mm height, complete with all essential provisions for plant/ flower growth and aesthetic enhancement.Top dressing the exposed soil surface with 25mm of washed decorative pebbles and aesthetic finish.Complete with a matching heavy duty bottom tray,including all labor,materials,carriage,lead,lift and wateringand maintenance for 3 years all complete job as per direction of the Engineer-in-charge. Flower pots. |
| 19 | Providing and fabricating, and fixing in position a traditional-style 3 seater bench of length 1000mm , blending vernacular ladakhi architecture and high-altitude durability, including all local carriage with headload and site cleanup all complete job as per the drawings and direction of the Engineer-in-charge. Sitting benches. |
| 20 | Providing and fixing custom vernacular entry/identification signage.Text to be deeply engraved in Bhoti script and english, Item includes with installation , all local carriage with headload and site cleanup all complete job as per the drawings and direction of the Engineer-in-charge. Signage. |
| 21 | Carriage of Material from different source to site of work by Mechanical Transport (MT) Sand an avg. lead of 20 kms by MT. |
| 22 | Stone Aggregate an avg. lead of 20 kms by MT |
| 23 | Cement and Steel an avg. lead of 5 kms by MT |
| 24 | Earth an avg. lead of 15 km by MT |
| 25 | Carriage of Material from different source to site of work by Headload. Sand an avg. lead of 600 Mtrs by Headload. |
| 26 | Stone Aggregate an avg. lead of 600 Mtrs by Headload. |
| 27 | Cement and Steel an avg. lead of 600 Mtrs by Headload. |
| 28 | Earth an avg. lead of 600 Mtrs by Headload. |
| 29 | (B) (PHE WORK) Earth work in excavation by manual means foundation trenches or drains (notexceeding1.5m in width or10sqm on plan), including dressing of sides and ramming of bottoms, lift upto1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Ordinary Rock. |
| 30 | Hard rock (blasting prohibited) |
| 31 | Random rubble masonry with hard stone insuperstructure abovep linth level and upto floor five level, including leveling up with cement concrete 1:6:12(1cement :6coarse sand:12graded stone aggregate 20mm nominal size)at windows ills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 32 | 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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 33 | Providing & fixing upto floor five level precast cement concrete solid blocks including hoisting and setting in position in cement mortar 1 ent:3 coarse sand), cost of quiredcentring, shuttering and curing complete1:3:6 (1 cement : 3 coarse sand : 6 gradedcrushed stone aggregate 20 mm nominal size) |
| 34 | Providing and fixing manhole cover 0.60*0.60 upto 2MT Capacity. |
| 35 | Providing supply and fixing of glasswool 50 mm thick desity 24kg/sqm with chicken mesh binding wire, K-flex wrapping of polyethene sheet 120GSM and aluminium sheet 24 gauge all around pipe incl cost of labour charge complete job. (A) G.I Pipe 32 mm dia (OD) Length = 90 mtr. (B) G.I pipe 15 mm dia (OD) Length = 150 mtr. (C) G.I pipe 25 mm dia (OD) Length = 270 mtr. (D) PP-R Pipe 25mm (OD) Length = 230 mtr. (E) G.I pipe 80 mm dia (OD) Length = 610 mtr. (F) PP-R Pipe 32mm (OD) Length = 200 mtr. (G) PP-R Pipe 40 mm (OD) Length = 90 mtr |
| 36 | Providing and fixing 3 layer PP-R (Polypropylene Random co polymer) pipes SDR 7.4 UV stabilized & anti-microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings i/c fixing the pipe with clamp sat 1.00 m spacing. This includes testing of joints complete as per direction of Engineer inCharge. PN - 16 Pipe, 25mm OD (SDR-7.4) |
| 37 | PN - 10 Pipe, 32mm OD (SDR-11) |
| 38 | PN - 10 Pipe, 63 mm OD (SDR-11) |
| 39 | Providing/laying and fixing G.I/M.S flanged pipes complete including cost of pipes and fittings. G.I 50 mm dia |
| 40 | G.I 25 mm Dia |
| 41 | G.I Pipe 32mm dia |
| 42 | Providing and fixing of class 1 gate valve of approved make (32mm dia) |
| 43 | Providing and fixing of class 1 gate valve of approved make (50mm dia) |
| 44 | (C) (ELECTRICAL WORK) 160mm dia HDPE DWC Pipe for Electrical Underground Cable |
| 45 | SITC of 415V,3-phase, 4 wire , 50 Hz, 35 KA/1sec LT Feeder Pillars comprising of FRP enclosure with combination of Incoming and out going feeder circuits as per the rating & configuration given in the respective SLD's & technical specification, with Microprocessor based 4-pole, MCCB of various ratings as incomer & specified rating outgoings with 4- pole ,MCCB / 4-P MCB's, as per the technical specifications/ SLD for different transformer capacities, complete with internal wiring. Bus bars, Link sets, power terminals of adequate size for cable terminations, indications, CT operated TVM, metering as per technical specs, support channels, rain sheds, complete in all respects. The OGA & Scheme of the panel shall be as per the approved drawing. The LT Feeder Pillar shall be for outdoor installation and shall have IP55 protection class. The LT Feeder panel shall be supplied in line with the technical specification as per the following types.Incomer-400 A MCCB ,Outgoing 6 nos of each 250 A MCCB including multifunction meter. |
| 46 | SITC of 415V,3-phase, 4 wire , 50 Hz, 35 KA/1sec LT Feeder Pillars comprising of FRP enclosure with combination of Incoming and out going feeder circuits as per the rating & configuration given in the respective SLD's & technical specification, with Microprocessor based 4-pole, MCCB of various ratings as incomer & specified rating outgoings with 4- pole ,MCCB / 4-P MCB's, as per the technical specifications/ SLD for different transformer capacities, complete with internal wiring. Bus bars, Link sets, power terminals of adequate size for cable terminations, indications, CT operated TVM, metering as per technical specs, support channels, rain sheds, complete in all respects. The OGA & Scheme of the panel shall be as per the approved drawing. The LT Feeder Pillar shall be for outdoor installation and shall have IP55 protection class. The LT Feeder panel shall be supplied in line with the technical specification as per the following types.Incomer -200 A MCCB ,outgoing 10 nos DP Mcb -16 A and 1 Nos three phase Mcb of 32 A . |
| 47 | SITC of 3.5X185 Sqmm A2XY(1.1) KV - FRLSH cable |
| 48 | SITC of 3.5X95 Sqmm A2XY(1.1) KV - FRLSH cable |
| 49 | SITC of 2 Core, 16 Sqmm Armoured service line |
| 50 | SITC of Complete Chemical Earthing of Pillars with GI Rod |
| 51 | SITC of 25X3mm, Earthing GI Strip |
| 52 | RCC Foundation of LT pillars as per panel drawing |
| 53 | SITC of Cable Termination of 185 Sqmm with DC Gland, thimbles etc |
| 54 | SITC of Cable Termination kits of 95 Sqmm with DC Gland, thimbles etc |
| 55 | Dismantle of existing old 8 Mtr. Pole and writeback to divisional store. |
| 56 | Expenses towards of experts consultant for guideance and implementation (ASI Guidelines) during execution through empanelled by the department. Please Enable Macros to View BoQ information |
