Repairing and replacing existing drainage line in Front of Dm Ghodele House and Various Places at Ward No. 70 Padampura.

Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. As Per SSR Item No. 46.13.

Removing cement tiles, or marble or polished Shahabad floor or dado or Paving Blocks without bed concrete including stacking the materials as directed with all leads, lifts etc. complete As Per SSR Item No. 46.19

Excavation for pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 mtr. and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259) Lift 0 to 1.5 M. As Per MJP/DSR Item No. 01.

Excavation for pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material up to a distance of 50 mtr. and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259) Lift 0 to 1.5 M. As Per MJP/DSR/2019-20 Item No. 03.

Removing existing pipe line of the following pipe size stone ware pipes / R.C.C. pipes excluding cost of necessary excavation and refilling of the trenches, breaking the joints, lifting the pipes and stacking to the place as directed by the Engineer - in - charge with all leads and lifts including cleaning the surfaces etc. complete. 150 to 250 mm dia. SWG Pipe.

Supplying ISI Standard following dia. salt glazed S.W.G. Pipe including Transportations loading, unloading etc. complete. As Per Market Rate Analysis. 250 mm Dai

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub- grade surface if required etc. complete. As Per SSR Item No. 5.13.

Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.

Lowering, Laying and jointing of following dia. salt glazed S.W.G. Pipe including including fitting such as bends, tees, single junction, double junctions laying, jointing…. etc. complete. As Per Market Rate Analysis. 250 mm Dai

Providing and constructing B.B. masonry circular manhole without conical shape excluding excavation, RCC 1:2:4 proportion, 20 cm bedding brick masonry in CM 1:4 proportion, 23 cm thick for 2 M depth from top 35 cm thick for 2 M below it and 45 cm thick for balance depth, RCC slab at top and at 2 M depth from top for supporting brick masonry above it, plastering with smooth finish in CM 1:2 proportion, C.C. 1:2:4 finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., providing and fixing S.F.R.C. frame and co ver of 56 cm dia. at top including cost of all materials and labour, etc. complete. (Rebate for every decrease in depth of 50 cm or part there of Rs3507.00) 1.00 M dia. x 2 M depth with SFRC frame & Cover. Depth - 0.90 mtr.

Providing & fixing steel fiber reinforced concrete (S.F.R.C.) frame & cover heavy duty/medium duty of rectangular or circular in shape of approved make including loading unloading, transportation, all taxes etc. complete as directed by Engineer- in - charge. (20tonnes Capacity). As Per MJP 2018 -19.

Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. As Per MJP/DSR/2018-19.

Repairing and Reconstructing on drainage line B.B. masonary circular manhole, concentric cone 0.90 mtrs. dia. at bottom and 0.5 mtrs. dia at top with 23 cm thick brick work in C.M. 1 : 6 prop, with 12 mm thick Cement plaster in 1:4, with smooth rendering, 1:2:4 coping including all necessary excavation etc. all complete as directed by Engineer - in - charge. As Per MJP/DSR/2018-19.

Desilting the Supply Well, Intake Well / Head Works, Sump of water supply / sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 150 M as required beyond the work site, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge. As Per MJP DSR 2021 - 22 SECTION E EXCAVATION Page No. 45 Item No. 13.

Transportation of surplus material from work site to any disposal place as directed by the Engineer - in - charge with a lead of 5.00 km including and stacking etc. complete. As Per MJP/DSR/2021-22.

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