14-DE/SMP/2025-26 (3rd Call)road from Subhas Singha House to Lachka river and Samsan Ghat

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. [Page 01, Sl. No.02(a)PWD building schedule]

Bamboo Pile Walling made of 6.5cm to 7.5cm dia bamboo (in single line) driven about half-length into ground at very close spacing of 30cm c/c side by side, with stout stays at an interval of 90cm fixed with bamboo post of length 1.25m driven 1m below G.L., 3 nos. of half split bamboo runner of same dia fitted and fixed with nails etc. and lining exposed portion with sheets made from cut drums (empty bitumen drums) fitted and fixed with a lap width of 100 mm at each joint, complete as per directionincluding the cost of drum sheets and including the cost of nails, wires etc. [Page 338, Sl. No.18.38(ii)PWD Road schedule corrigenda 2018 ]

Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed [Page 1, Sl. No.1 PWD building schedule]

Laying 150 mm to 200 mm boulder soling including rough dressing handpackingand ramming downsmall pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. [Page 229, Sl. No.11]

Laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pioecres in the interstics without rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. [Page no-229,Item no-12]

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.[Page no-247,item no-4.09]

(II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety In ground floor (a) 1:3:6 proportion[Page no-35,item no-22-II(a)]

(II) Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. River bazree. N.B. Variety[Page no-35,item no-22-II(a)]

(III) Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. River bazree, [Page No 26, Sl No 10 (ii)]

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction..[Page no-43,Item no-40 (a)II]

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 sheet plate with required bracing for any kind of plain or reinforced 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.[Page No-322 Item No-18.05]

Plaster to wall with sand cement mortar including rounding off or chamfering corners as directed and raking out joints, including throating, nosing and drip course, scaffolding/staging where necessary.15 mm thick 1:4 [Page no-189,Item no-1(ii)]

Neat cement punning about 1.5mm thick in wall, floor. [Page no-192,Item no-15]

Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. (Item-11.03,Page-282)

Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) [Page 237, Sl. No.3.01(i) PWD Road schedule]

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