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| 1 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removalof stumps and other deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. V. Marshy soil |
| 2 | Fillling in foundation trenches as per drawing and technical specification Clause305.3.9 I Sand filling |
| 3 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. |
| 4 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A With crushed Stone II P.C.C grade M 15 , Nominal mix 1:2.5:5 ( Hand mix) |
| 5 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (A) With crushed stone (I) R.C.C grade M 20 (i) For nominal mix 1:2:4(a) Height upto 5 M |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 8 | Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent) |
| 9 | Reinforcement in Super Structure: Supplying, fitting and placing TMTconforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) |
| 10 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 20.1.1, 400 mm dia piles |
| 11 | Vertical load testing of piles in accordance with IS 2911 (Part IV)including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge.20.6.1 Single pile upto 50 tonne Safe capacity 20.6.1.2 Routine test (Test Load 1.5 times the Safecapacity) |
| 12 | Levelling course for Pile cap |
| 13 | Earth work in embankment by Mechanical means by truck carriage with locally available ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughing or roughening or enching the seats, removing all debries, breaking clods up to 4cm cube, dressing as per design section and compaction with three wheel static roller of 80-100 KN capacity in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500m distance, etc. complete as directed. A. Compaction with three wheel static roller of 80-100 kN capacity. |
| 14 | For beyond initial 1 km & upto 10.00 km & for all lifts. Dist = 1.00 |
| 15 | Construction of whole bamboo double palisading of 1.5 m width with matured Jati bamboo stacks 7.5 cm to 10 cm dia., 15 cm clear apart 1.20 m to 1.80 m above ground and 1.00 m to 1.20 m below ground, providing horizontal half Jati bamboo at not more than 0.45 m apart kamies and strengthened with whole Jati bamboo inclined struts at 1.5 m apart and cross struts tied with 16 G. galvd. wire/cane etc. complete as directed.(Using Bhaluka Bamboo at the rate of 13.00 nos./Rm & Jati Bamboo at the rate of 2.40 nos./Rm). |
| 16 | Supply of Serviceable empty cement bags |
| 17 | Labour charge for filling of empty cement bags to attain minimum filled up volume of 0.028 Cum with filled up size of 0.7 m × 0.40 m × 0.10 m, laying and pitching of the earth filled cement bags including excavation and borrowing earth, breaking clods, filling in bags and supplying and stitching the mouth with jute sutli, etc. complete as directed.(Cement bags will be supplied by the department free of cost). For borrowing earth from a distance beyond 30 m. & up to 60 m. |
| 18 | Construction of temporary shed of two roof with mud plinth of 0.45 m height above ground level with Bhaluka bamboo post 1.5 m apart, driven at atleast 0.75 m below ground and height above plinth of 2.5m. Split Jatti bamboo/tarza wall 10 cm thick touch roofing over bamboo rua frame, placing at 0.15 m clear apart, fitted with bamboo kamies from binding doors and windows with Bamboo Chattai, strengthening with Bamboo frame binding with wire, roofing with TATA Shaktee roofing sheets etc., complete as directed. (Using Bhaluka Bamboo at the rate of 6.00 nos/ Rm & Jati Bamboo at the rate of 61.00nos / Rm) |
| 19 | Execution of RCC base for installation of MF-60/65 pump, Suction Pipe support, NRV Support & Delivery pipe Support including earthwork excavation in all kinds of soil preparation of sub-grade, providing and laying PCC (1:4:8) levelling course, construction of RCC (M20 or as directed) inlcuding formwork, reinforcement steel (Fe-500/Fe-415) properly cut, bent and placed, embedding of anchor bolts/insert plates as required, vibration, curing and finishing complete including all labour, materials, tools, leads and lifts. |
| 20 | Execution of RCC base for installation of Distribution Panel Board including earthwork excavation in all kinds of soil preparation of sub-grade, providing and laying PCC (1:4:8) levelling course, construction of RCC (M20 or as directed) inlcuding formwork, reinforcement steel (Fe-500/Fe-415) properly cut, bent and placed, embedding of anchor bolts/insert plates as required, vibration, curing and finishing complete including all labour, materials, tools, leads and lifts. Please Enable Macros to View BoQ information |
