13/HDA/EC OF 2026 2027

Pumping out water from pond or tank. Ref:- PWD (Building) /18-19 Page No-4 , Item No-8

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge. I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. a) upto 3 m depth. (iv) Without pumping out water and shoring Ref:- PWD R&B 2018, Page no-284, Item no-12.01., I, a), iv)

Earthwork in filling of foundation trenches with good earth in layer not exceeding 150 mm including watering & ramming etc. Layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by the department. Ref:- PWD R&B 2018, Page no-285, Item no-12.02.

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. Ref:- PWD (Building) /18-19 Page No-14 , Item No-1

Supplying and laying tile vertically laid (275 mm) ranigang pattern tiles along the sides of pond. Jointing adjacent tile with semi liquid mud, complete in all respect including the cost of all materials, labour and other insidental charges as per direction of EIC. Ref:- Rate Analysis

Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. (b) M-15 Grade, Using concrete mixer. Ref:- Rate analysis.

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheetplate with required bracing for any kind of plain orreinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required. Ref:- PWD R&B 2018, Page no-332, Item no-18.05(b).

B. Rigid Pavement Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30. Ref:- PWD R&B 2018, Page no-277, Item no-10.01.

Supplying, spreading and consolidating moorum at desired density and C.B.R. as per specification with hand roller or power rollwer to proper gradient and camber including watering as necessary, lighting, guarding barricading and making earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by compaction where necessary complete as per specification. (The payment is to made on the basis of the finished compacted volume of moorum). Ref:- Rate Analysis

Earth work in road embankment and construction of sub-grade in all sorts of chainage by obtaining carried earth from any distance depositing the same and compaction by hand rammer each layer of soil upto 25 cm. (loose) thick layers including breaking all clods, thoroughly watering, dressing cambering etc. filling deposition making sufficient number of benches on existing embankment, bailing out water, dressing side slope and crest to proper profile in accordance with the procedure of work as detailed in specification including stripping off the grass sods, weeds etc. and as per direction and satisfaction of Engineer-in-charge including up-rooting plants and jungles as when and where necessary. Ref:- Rate Analysis