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| 1 | SCHEDULE \"A\" PART-I : BOQ OF WORKS FOR E/M WORKS. |
| 2 | Tubes, \"medium grade\" galvanised, 10 0mm bore, ISI marked including all fitting such as bends, tees, elbows, unions, short pieces, connectors, back nuts, etc, laid in trenches or under floors, complete all as specified and as directed. |
| 3 | Tubes, \"medium grade\" galvanised, 80mm bore, ISI marked including all fitting such as bends, tees, elbows, unions, short pieces, connectors, back nuts, etc, laid in trenches or under floors, complete all as specified and as directed. |
| 4 | Cast Iron Sluice valve 100 mm bore,class PN 1.6, with flanged ends, any pattern with all jointing material including rubber/ fibre gasket, complete all as specified and as directed. |
| 5 | Cast Iron Sluice valve 80 mm bore,class PN 1.6, with flanged ends, any pattern with all jointing material including rubber/ fibre gasket, complete all as specified and as directed. |
| 6 | Supply, installation, testing and commissioning automatic, compact applicator for bleaching sticks/ chlorine refills having multi-cavity 100 liters water treatment station with proportional dose adjustment options Diaphragm-free, tube based self-priming fluid delivery drive to prevent air/ vapour locks and dry-run problems, complete all as specified and consisting following:(i) Prime loss- Zero.(ii) Agitator-free system to prevent environmental corrosion.(iii) Fluid release up to 5 LPH independent of back pressure up to 7-Bars.(iv) Erosion-enabled system for controlled release of Chlorine with accurate output reproducibilityIntegrated plug and play system operating on single phase 230 Volts, 50 Hz power source. |
| 7 | Construction of valve pit of size 1200mmx1200mmx1200mm (internal dimensions), with 100mm thick plain cement concrete 1:3:6 type C-1 (using 20mm graded crushed stone aggregates) in bedding, random rubble stone masonry walling using 1:3:6, type C-1 (using 20mm graded crushed stone aggregates), 300mm thick in cement mortar 1:4, rendering in 15mm thick cement mortar 1:4 on internal and external exposed surfaces including white washing with two coats of lime wash, along with 40x40x6mm mild steel angle iron frame welded with 3.0mm thick mild steel cover with locking arrangement, mild steel hinges, handles and suitable locking arrangements, fastening arrangements, nuts, bolts and washers, and including painting with two coats of black colour synthetic enamel paint to mild steel surfaces of angle iron framed work and mild steel sheet, complete all as specified and as directed. |
| 8 | Filter media in the filter bed from gravity water filtration plant, capacity 1,00,000 litres per day, in layered. The size and quantity of filter media as following:(a) Filter gravels (pebbles), size 40mm to 60mm: 2.15 Cum(b) Filter gravels (pebbles), size 20mm to 40mm: 1.10 Cum(c) Filter gravels (pebbles), size 10mm to 20mm: 1.10 Cum(d) Filter gravels (pebbles), size 5mm to 10mm: 1.10 Cum(e) Filter gravels (pebbles), size 2mm to 5mm: 1.10 Cum(f) Fine sand (Anthracite) of 0.75mm dia: 2.50 CumNote: Cost of transportation and replacement of filter media shall be deemed included in the quoted rates. |
| 9 | Cast Iron Air release valve 100 mm bore, class PN 1.6 with flanged ends, any pattern with all jointing material including rubber/ fibre gasket, complete all as specified and as directed. |
| 10 | Cast Iron Air release valve 100 mm bore, class PN 1.6 with flanged ends, any pattern with all jointing material including rubber/ fibre gasket, complete all as specified and as directed. |
| 11 | SCHEDULE \"A\" PART-II : BOQ OF WORKS FOR B/R WORKS. |
| 12 | Excavation over areas, not exceeding 1.50mtr in deep; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. exceeding 10 Sqm on plan and getting out, in any type of soil, complete all as specified and as directed. |
| 13 | Excavation over areas, exceeding 1.50mtr in deep but not exceeding 3.0mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. exceeding 10 Sqm on plan and getting out, in any type of soil, complete all as specified and as directed. |
| 14 | Plain cement concrete M-15(1:2:4), type B-1 (using 20mm graded crushed stone aggregate), as mass concrete in foundation, complete all as specified and as directed. |
| 15 | Pre-cast cement concrete block masonry M-10(1:3:6), type C-1 (using 20mm graded crushed stone aggregate) with solid blocks, exceeding 10cm in width and incluing setting in cement mortar 1:4, complete all as specified and as directed. |
| 16 | Rendering 15mm thick on fair faces of on brick work or concrete surfaces, in cement mortar 1:4, including mixing with liquid water proofing admixture @400ml per 50 Kg of cement, rendering is to be finished even and smooth (without using extra cement), complete all as specified and as directed.Note: Cost of water proofing admixture shall be deemed included in quoted rates. |
| 17 | Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed. |
| 18 | Mild steel bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, complete all as specified and as directed. |
| 19 | Formwork for rough finished surfaces of concrete to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), complete all as specified and as directed. |
| 20 | Formwork for rough finished surfaces of concrete to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20 Cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm wide, complete all as specified and as directed. |
| 21 | Formwork for fair finished surfaces of concrete to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, complete all as specified and as directed. |
| 22 | Reinforced cement concrete, nominal mix M-20, (using 20mm graded crushed stone aggregates) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and as directed. |
| 23 | Cast Iron sand cast pipe of 150mm bore, soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors, complete all as specified and as directed. |
| 24 | Cast Iron sand cast pipe of 75mm bore, soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors, complete all as specified and as directed. |
| 25 | Cast iron cowls for 75mm bore of pipe, complete all as specified and as directed. |
| 26 | Rolled mild steel in joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) conforming to Fe-410 W (Gde E-250) quality B, complete all as specified and as directed. |
| 27 | Providing precast reinforcement cement concrete M-15 (1:2:4), type-B1 (using 20mm graded crushed stone aggregates), as in landings, cover slabs (for man holes etc) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces, set in cement mortar 1:6, complete all as specified and as directed. |
| 28 | Excavation over areas, exceeding 3.00 mtr in deep but not exceeding 4.50 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. exceeding 10 Sqm on plan and getting out, in any type of soil, complete all as specified and as directed. |
| 29 | Excavation over areas, exceeding 4.50 mtr in deep but not exceeding 6.00 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. exceeding 10 Sqm on plan and getting out, in any type of soil, complete all as specified and as directed. |
| 30 | Brickwork, with sub class ‘B’ bricks in one full and one-half brick thick honey comb work, built in cement mortar 1:4, complete all as specified and as directed. |
| 31 | Brickwork, with sub class ‘B’ bricks in one brick thick honey comb work, built in cement mortar 1:4, complete all as specified and as directed. |
| 32 | Brickwork with subclass ‘B’ bricks, straight or curved on plan exceeding 6.0 mtr mean radius built in cement mortar 1:4, complete all as specified and as directed. |
| 33 | Rendering 15mm thick on fair faces of on brick work or concrete surfaces, in cement mortar 1:4, rendering is to be finished even and smooth (without using extra cement), complete all as specified and as directed. |
| 34 | Loose filling with broken bricks (brick bats) of gauge 80 to 150 mm in soakage pits, soakage wells, complete all as specified and as directed. |
| 35 | Plain cement concrete M-7.50(1:4:8), type D-2 (using 40mm graded crushed stone aggregate), as mass concrete in foundation, complete all as specified and as directed. |
| 36 | Rough excavation not exceeding 1.5 m deep and getting out in Hard and dense soil complete all as specified and directed. |
| 37 | Plain cement concrete M-10(1:3:6), type C-B-1, (using 20mm graded crushed stone aggregate), nominal mix, as in cills, steps; plinth courses, string courses, lacing courses, copings, kneelers, apex stones, bed plates, including necessary form work, complete all as specified and as directed |
| 38 | PVC (SWR) pipes, 75mm bore, single socketed, capacity not, less then 4.50 Kgf/Sqcm, in any length fixing in wall as weep holes, complete all as specified and as directed. |
| 39 | Stone walling of random rubble using best local stone such as granite, trap or besalt, brought to courses well bonded, bedded and solidly hearted, built in cemeny mortar 1.6, complete all as specified and as directed. |
| 40 | Plain cement concrete M-15(1:2:4), type B-1, (using 20mm graded crushed stone aggregate), nominal mix, as in cills, steps; plinth courses, string courses, lacing courses, copings, kneelers, apex stones, bed plates, including necessary form work, complete all as specified and as directed |
| 41 | Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4, complete all as specified and as directed. |
| 42 | Hand packing broken stone or boulders (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified and as directed. |
| 43 | Extra over stone walling for hammer dressing in lime or sand stoe, to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straight edge held against the dressed surface not exceeding 20mm,complete all as specified and as directed. |
| 44 | Demolition of un-reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level), ncluding cleaning,removal and disposal of rubbish/ waste materials from premises, complete all as specified and as directed. |
| 45 | Plain cement concrete M-10(1:3:6), type C-2 (using 40mm graded crushed stone aggregate), 100 mm thick, finished even and smooth without using extra cement, complete all as specified and as directed. |
| 46 | Plain cement concrete M-15(1:2:4), type B-1 (using 20mm graded crushed stone aggregate), nominal mix, 25mm thick, as in floors, finished even and rough to receive floor finishes, complete all as specified and as directed. |
| 47 | Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc, complete all as specified and as directed. |
| 48 | Rendering 15mm thick on fair faces of on brick work or concrete surfaces, in cement mortar 1:6, rendering is to be finished even and smooth (without using extra cement), complete all as specified and as directed. |
| 49 | Preparation of new plastered surfaces of walls and applying two coats of cement paint over one coat of lime wash, complete all as specified and as directed. |
| 50 | Glazed ceramic colored tiles in vertical surface/ dado, size 300x200x6/7mm, 300x450x6/7mm, 350x250x6/7mm, or 450x350x6/7mm thick, set and jointed in neat cement slurry and pointed in white or colour cement to match, the shade/ colour of tilesincluding rendering of 10mm thick in cement mortar 1:4 as backing of tiles, complete all as specified and as directed. |
| 51 | Hardcore of broken stone or boulders gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface, complete all as specified and as directed. |
| 52 | Plain cement concrete M-10(1:3:6), type C-2 (using 40mm graded crushed stone aggregate), 75mm thick, as in plinth protection, finish even and smooth without using extra cement, complete all as specified and as directed. |
| 53 | Dismantling of Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings, complete all as specified and as directed. |
| 54 | Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and as directed. |
| 55 | Mild steel framed work such as grills, gratings, etc. with ends of bars shouldered and/ or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; frame work of water tanks and similar work conforming to Fe.290.Gde-E-165, complete all as specified and as directed. |
| 56 | Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws, complete all as specified and as directed. |
| 57 | Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and as directed. |
| 58 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in Hard/Densesoil, complete all as specified and as directed. |
| 59 | Preparation of new plastered or unplastered surfaces of walls and applying two coats of white washing, complete all as specified and as directed. |
| 60 | Chequered cement concrete coloured tiles, pre-polished, size 300mmx300mmx20/25mm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles, laid over 20mm thick screed bed or bedding layer in cement mortar 1:6, complete all as specified and as directed. |
| 61 | Plain cement concrete M-10(1:3:6), type C-1 (using 20mm graded crushed stone aggregate), as mass concrete in foundation, complete all as specified and as directed. |
| 62 | Plain cement concrete, M-10(1:3:6), type C-2 (using 40mm graded crushed stone aggregates), as in bed to drain pipes of 200mm bore, including packing under and completely surrounding pipes with concrete after laying of pipe and tested; complete all as specified and as directed. |
| 63 | Collection chamber made of reinforced cement concrete, capacity 5000 Litres, size 2000mmx2000mmx1200mm, as detailed in drawing No- BZ/BLY/STR/338(R) dated 06 May 2023, sheet No- 2/6, complete all as specified and shown in drawings. |
| 64 | SCHEDULE \"A\" PART-III : BOQ OF WORKS FOR COMMON WORKS. |
| 65 | Excavation in trenches, not exceeding 1.50mtr wide and not exceeding 1.50mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.50 mtr in depth and getting out, hard/ densesoil, complete all as specified and as directed. |
| 66 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm, any type of soil, complete all as specified and as directed. |
| 67 | Removing excavated soil not exceeding 50mtr and depositing where directed at a level not exceeding 1.50 mtr above the starting point, complete all as specified and as directed. |
| 68 | Amount of Schedule of credit of for Rs 8,005.75 shall be deducted from quoted amount. |
