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| 1 | Clearing the area/site including cutting of bushes/shrubs etc and making good the site , complete all as specified and as directed by Engineer-in-Charge. |
| 2 | Demolition of brick work/stone masonry built in cement mortar or cement lime mortar including all quoins, arches, pillars, PCC coping etc, but excluding ashlar facings, dressed stonework and precast concrete articles and removing of debris outside MD land complete all as specified and as directed by Engineer-in-Charge. |
| 3 | All as per item No 2. above portion of dismantling only |
| 4 | Material and labour for plain cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. |
| 5 | Material and labour for brick work with sub class 'B' bricks, straight or curved on plan, exceeding 6 m mean radius, built in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge. |
| 6 | All as per item No. 5 above but except brick(old brick obtained vide Ite no. 2 & 3 here-in-above to be re used in this items) |
| 7 | Material and labour for walling random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge. |
| 8 | All as per item No. 7 above but except stone (old stones obtained vide Ite no. 2 & 3 here-in-above to be re used in this items) |
| 9 | Material and labour for Pre-cast cement concrete block masonry 1:3:6 type C1, (using 20mm graded stone aggregate), with solid blocks, exceeding 10 cm in width and setting in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge. |
| 10 | Material and labour for Plain Cement Concrete 1:3:6 type C2 using 40mm graded stone aggregate as in surface channel for drain complete all as specified and as directed by the Engineer-in-charge |
| 11 | Material and labour extra for forming fair finished drain or channel 30cm inner girth in cement concrete with using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and as directed. |
| 12 | Material and labour for 15 mm thick rendering in cement mortar (1:6) on brick/concrete surfaces & finishing the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 13 | Material and labour for raised pointing to random masonry, uncoursed, in cement mortar (1:4) complete all as specified and as directed by Engineer-in-Charge. |
| 14 | Material and labour for flush pointing to random masonry, uncoursed, in cement mortar (1:4) complete all as specified and as directed by Engineer-in-Charge. |
| 15 | Demolition of cement concrete (unreinforced) of any description and in any position, not otherwise specifically provided for and removal of rubbish outside MD land etc complete all as specified and as per directed all as specified and as directed by Engineer-in-Charge. |
| 16 | Material and labour for 75 mm thick cement concrete (1:4:8) type D-2 using 40 mm graded stone aggregate as in sub base of flooring/ hard standing, path and finishing the surface even and fair without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 17 | Material and labour for sand cushioning, 25mm thick including watering and consolidation complete all as specified and as directed by Engineer-in-Charge. |
| 18 | Material and labour for machine pressed precast concrete interlocking paver block, of any shape and size conforming to IS 15658-2006 of 60mm thickness, M-35 grade with grey cement and pigment complete all as specified and as directed by Engineer-in-Charge.Make: Mehtab Tiles/Indore/M/S Ultra Tiles/NITCO/Topaz Tiles/Navya Tiles Jodhpur |
| 19 | Material & Labour for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. |
| 20 | Material and labour for 100mm thick Plain Cement Concrete 1:2:4 type B1, using 20mm graded stone aggregate as in sub base of flooring/ hard standing/path and finished even and fair without using extra cement etc complete all as specified and as directed by Engineer-in-Charge |
| 21 | Material and labour for forming contraction (Dummy) joints, 30mm deep x 10mm wide, filled with sealing compound Gde ‘A’ complete all as specified and as directed by Engr-in-Charge. |
| 22 | Material and labour for forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ for slab thickness of concrete slab 100mm complete all as specified and as directed by Engineer-in-Charge. |
| 23 | Supply, installation and finishing outdoor synthetic sports flooring system made of acrylic resins consisting of 5 layer system with acrylic latex to sub floor followed by primer layer to improve bonding of acrylic paint with sub floor and smoothing of floor following by dual layers of 100% acrylic base colour coat followed by top colour coat to protect flooring against UV rays final over line marking with acrylic paint complete all as manufacturer's instructions and as specified and as directed by Engineer-in-Charge. |
| 24 | Taking down cement plaster of any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc and removing debris outside MD land complete all as specified and as directed by Engineer-in-Charge |
| 25 | Material and labour for 15 mm thick rendering in cement mortar (1:6) on brick/concrete surfaces & finishing the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 26 | Material and labour for preparation of new plastered surfaces of wall surfaces & applying two coats of cement based paint over coat of cement based primer complete all as specified and as directed by Engineer-in-Charge.Make : Snowcem/Duracem/Aquacem/Berger/Shalimar |
| 27 | Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings & removing clear off site after credit for the same is recovered by dept complete all as specified and as directed by Engineer-in-Charge. |
| 28 | Supply and fix Pre- painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick as per approved profile of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws or L type or J type or cranked hook bolts or as per manufacture instruction complete all as specified and as directed by Engineer-in-Charge.Make: JINDAL / INDALCO / HINDALCO / ASSOCIATED Profiles and Aluminium Ltd / ESSAR colour coated sheets/Tata |
| 29 | Dismantling wrought iron or mild steel work of any description not otherwise provided for & removing clear off site complete all as specified and as directed by Engineer-in-Charge. |
| 30 | Dismantling fencing wire mesh complete all as specified and as directed by Engineer-in-Charge. |
| 31 | Dismantling posts or struts (wood, steel or R.C.C.) any section, embedded in concrete, including taking out embedded portion and making good disturbed ground complete all as specified and as directed by Engineer-in-Charge. |
| 32 | Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out, in hard/dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, and removing surplus soil to a distance not exceeding 50 m and depositing where directed and making good the disturbed surface complete all as specified and as directed by Engineer-in-Charge. |
| 33 | Material and labour for plain cement concrete 1:3:6 type C-2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. |
| 34 | Supply and fix Mild steel angle iron work for Ý' shape brackets including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to conforming to Fe-290 Grade E-165 including embedding in concrete and screwing etc. complete all as specified and directed by Engineer in charge. |
| 35 | Material and labour for mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm long but n.exc 10cm long and dia of neck not less than 11mm to 15 mm complete all as specified and directed by Engineer in charge. |
| 36 | Supply & Fix mild steel round bars as line bars for fixing chain link fencing complete all as specified and as directed by Engineer-in-Charge |
| 37 | Supply only Chain link fencing of size 50x50mm mesh size made of 10 gauge GI wire, stretched and fixed to fencing post all as specified and directed by Engineer-in-Charge. Make : Consec of M/s Shiva Engineering Company or any other make as approved by GE |
| 38 | Fixing only chain link fencing including line wires, any mesh, stay type to any type of standards, rails, staining bolts etc including cost of binding wire complete all as specified and directed by Engineer-in-Charge. |
| 39 | Material and labour for galvanized 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossing with and provn of galvanized mild steel wire staples or steel pins etc as directed (each line of wire to be measured), complete all as specified and as directed by Engineer-in-Charge. |
| 40 | Taking down existing damage barbed wire/ chain link fencing round bar, without dismantling of existing RCC/MS angle iron fencing post all as specified and directed by Engineer-in-Charge. |
| 41 | Refixing/reuse old round bar and flat iron obtained from Item No. 41 above complete all as specified and as directed by Engr-in-Charge. |
| 42 | Restraining & resecuring only including making good staples etc to old existing loose /bend existing chain link fencing complete all as directed by Engineer in Charge. |
| 43 | Restraining & resecuring only including making good staples etc to old existing loose /bend existing chain link fencing complete all as directed by Engineer in Charge. |
| 44 | Refixing/resecuring/erecting old displaced/bend angle iron fencing post by placing PCC 1:3:6 type C2 (Using 40mm graded aggregate) including demolition of existing PCC around fencing post complete all as specified |
| 45 | Cleaning of existing drain by removing , grass, vegetation inside drain including clearing the clogged/blocked drains by removing silt/filth/muck/sludge/waste in any thickness etc to a distance 50 mtr complete all as directed and entire satisfaction of Engineer-In Charge |
| 46 | Material and labour for providing precast cement concrete louvers and jalies 25mm thick (solid) including all mouldings and frame complete all as directed and entire satisfaction of Engineer-In Charge |
| 47 | Material and labour for providing cement concrete type B1 1:2:4 (using 20mm graded crushed aggregate) in window or door cills, lintels, bressumers, steps, quoins, (in masonry) string courses, coping, kneelers, apex stones, pier caps, column boundary pillars, bed plates, pintle blocks, anchorage blocks, boundary (or walling) corbels, brackets, etc. (of any section indicated) with plain fair face, including chamfers, weathering, throating, etc. and setting in cement mortar, complete with joints to match with cement mortar 1:4 |
| 48 | Material and labour for preparing new steel surfaces of any description, over 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of zinc chrome primer complete all as specified and as directed by Engineer-in-Charge.Make: Make : Asian Paints/ Nerolac Paints/ Dulux ( Akzonobel)/ Nippon Paint India Pvt Ltd/Birla Opus Paint |
| 49 | Supply and fix razor type concertina coil, SG hot galvanized spring tensile wire, 145 to 150 newton per sqmm, zinc coating 250-300 gm per sqm, dia of coil when unstreched 600mm, minimum No of coils 10 per running meter after laying, hot dipped razor ribbon tape of size 0.50 mm thick, 19mm wide before wrapping on central core wire, fixed with 1.66 mm thick GI clips 25 Nos, per running metre and special nut bolts for holding 'Z' coils together and extra two rows parallel wire of 10 gauge complete all as specified and as directed by Engineer-in-Charge . Note :- The length shall be measured along the centre-line of the perimeter of fencing. |
| 50 | Note: Deduct Credit for demolished / dismantled material of Rs. (-) 62,444.44 (Minus) as listed in Schedule of Credit. Tenderers will not quote against this item being a tentative amount to be considered to arrive at the 'Contract Sum' Please Enable Macros to View BoQ information |
