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| 1 | Installation of Solar Water Tank |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual menas 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 for all lift, as directed by Engineer in charge dsr 2.6.1 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centerring and shuttering - All work up to plinth level 1:4:8 (1 cement :4 coarse sand (zone-III) derived form natural sources : 8 graded stone aggregate 40 mm nominal size dsr 4.1.8 |
| 4 | 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) derived form natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources) sunshade SLAB DSR 5.3 |
| 5 | M.S. work in R.C.C. up to two floor lvl steel reinforcement for R.C.C. work including straightening, cutting, beeding, placing in position and binding all completed DSR 5.22A.6 |
| 6 | Brick work with common burnt clay F.P.S. (non modular)bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1 |
| 7 | Cement Concrete pavement with 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal sizw) including finishing complete DSR 11.7 |
| 8 | 15 mm cement plaster of mix 1:6 (1 cement : 6 coarse sand) DSR 13.5.2 |
| 9 | Steel work in built up tublar tursses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, elded and bolted including special shapped washers etc. complete (a) Electric resistance or induction butt welded DSR 10.16.3 |
| 10 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specification : 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, DSR 2023, 13.48.3 |
| 11 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manfacture 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, DSR 18.48 |
| 12 | S/F of 2.0 HP AC Solar submercible pump with 3000 watt solar modual, balance charge controller invertor and switch box including all complete (Sanction by NEDA) |
| 13 | Providing and fixing of GI pipes complete with GI fitting and clamps, including making good the walls etc concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall 20 mm dia nominal bore DSR 18.11.1 |
| 14 | Providing and fixing of GI pipes complete with GI fitting and clamps, including making good the walls etc concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall 20 mm dia nominal bore DSR 18.11.2 |
| 15 | Providing and fixing of CP Brass long body bib cock of approved quality conforming to IS standerds and weighing not less than 690 gms. 15 mm nominal bore DSR 18.51.1 |
| 16 | Providing and fixing gun metal gate valve with CI wheel of approved quality (Screwed end) 25 mm nominal bore DSR 18.17.1 |
| 17 | Supply and laying of Alluminium Conductor PVC insulated armoured served shealthed cables 1100V grade at a depth of 750 mm below ground level over a cushion of 77 mm 6 sq mm 3 core Elec. SOR Chapter 20A SI no 20A.1.5 (2024) |
| 18 | Construction of Tubewell |
| 19 | Boring/Drilling bore well of required dia for casing/strainer pipe, bu suitable method prescribed in IS: 2800 (part 1), including collectingsamples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools plants & machineries required for the job, all complete as perdirection of Engineer incharge upto 90 mtr depth below ground level 23.1.1 All types of soil 23.1.1.1 300 mm dia |
| 20 | Supplying assembling lowering and fixing in vertical position in bore well unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS 12818, including required hire and labour charges fitting & accessories etc. all complete for all depths as per direction of Engineer in charge 23.3.2 150 mm nominal size dia |
| 21 | 23.8 Gravel packing in tubewell construction in accordance with IS 4097, including providing gravel fine/ medium/ coarse in required grading & sizes as per actual requirements all complete as per direction of Engineer in charge DSR Chapter 23 |
| 22 | 23.12 Development of tube well in accordance with IS 2800 (part I) and IS 11189 to establish maximum rate of useable water yield without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc, by step draw dowm method collecting water samples & getting tested in approved laboratory, i/c disisnfection of tubewell, all complete including hire & labour charges of air compressor tools & accessories etc all as per requirement and direction of Engineer in charge DSR 23.12 |
| 23 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe, removalbe as per requirements all complete for borewell of 23.13.2 150 mm dia |
| 24 | Providing and fixing MS Clamps of required dia to the top of casing/housing pipe of tubewell as per IS 2800 (part I) including necessary bolts & nuts of required size complete 23.14.2 150 mm clamps |
| 25 | Information Board Please Enable Macros to View BoQ information |