Rural Development Department Tender

Item No.4 : Excavation in Hard Murum including boulders up to 0.6 m dia.(0.113 cum) for canal,seating of embankment,filter drains / catch water drains etc. and placing the excavated stuff neatly in dump area or for formation of service road as directed including cost of all materials,machinery,labour,dressing bed & sides to required level and profile etc.complete with lead up to 15 m and all lifts as directed..

Item No.5 : Excavation in soft Rock without blasting including boulders up to 0.6 m dia.(0.113 cum) for canal,seating of embankment,filter drains / catch water drains etc. and placing the excavated stuff neatly in dump area or for formation of service road as directed including cost of all materials,machinery,labour,dressing bed & sides to required level and profile etc.complete with lead up to 15 m and all lifts as directed..

Item No. 6 :- Providing Cut of trench with filling using selected impervious soil directly avaiable from material of excavation including cost of all materials,machinery ,labour ,all other operation such as collection of soil ,spreading soil in layers of specified thickness sorting out, breaking clods,levelling,sectioning edges/sides,watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc.complete with lead upto 1 Km for water and all lifts as directed.

Item No.7 : Providing hearting embankment using selected impervious Soil from approved borrow areas (Government acquired land) in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc. complete with lead up to1 km and all lifts as directed

Item No.8 :- Providing and laying polythene film of 031 properly manufactured from 100% virgin granules confirming to I.S. 2508-1984 with 1.5 to 2.5 m. package in rolls/ as per specifications. D) Providing & Laying plastic film 500 micron HDPE Geomembrance confirming to IS:15351:2015 Type II as per specification including laying etc complete

Item No.9 :- Providing casing embankment using selected pervious material from approved borrow areas (Goverment acquired land) in layers of including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc., complete with lead up to1 km and all lifts as directed.

Item No.10 :- Providing and constructing 230 mm dry rubble stone pitching using stones and stone chips from locally available, excavated materials including labour, hand packing / wedging stone chips, finishing etc. complete with lead up to 50 m and all lifts.

Item No.11:- Providing and constructing 230 mm dry rubble stone pitching using stones and stone chips from approved source from borrow area including cost of all materials, labour, hand packing / wedging stone chips, finishing etc. complete with lead up to 50 m and all lifts.

Item No. 12 :- Providing & fixing anchor bar of 25 mm daimeter and 3.375 m length with resin bond cement capsul anchorage through adit/itself including drilling holes, inserting grout capsule, driving anchor, cost of all materials, machinery, labour , ventilation, lightening, drainage and all other ancillary operations etc complete with all lifts.

Item No.13 :- Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement/RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer with shuttering and scaffolding, placing, compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed.(B) M-15 (40 MSA) (Cement 5.20 bags/Cum)

Item No.14 : Providing & fixing in position TMT -FE-500 bar reinforcement of various diameter for RCC Pile caps, footing, foundation, slab, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawing and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete as directed.

Item No. 15 :- Providing and fixing canal information board of 1.2 x 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35 x 35 x 3 mm with cross bracing of size 25 x 25 x 3 mm including painting with one coat of zinc chromate storing primer and two coats each of green/white back ground and back side grey store enameled bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows coated with non peal able crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bonds of 30 cm with four numbers high strength of G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete in M-15 block of size 60 x 60 x 75 cm as directed by Engineer-in-Charge.

Item No.16- Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune. Item / Page No : 4 / 0 Additional Specifications : 1. The amount of laboratory testing charges will be paid to contractor only after submission of the original receipt from the Vigillence and Quality Control Office with the name of work mensioned on it.Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Sand 1 Test per Sourcea)Water absorption & Specific gravity, Crushing value/Compressive strength test of Stone/Rubble

b) For Soil / Murum Liquid limit & Plastic limit test

Aggregate - Sieve Analysis

Fine Aggregate - Sieve Analysis, Silt & Clay content

Compressive Strength of Cement Concrete Cube (1 Test for quantity upto 5 cubic metre, 2 Tests for quantity above 5 cubic metre and upto 15 cubic metre, 3 Tests for quantity above 15 cubic metre and upto 30 cubic metre, 4 Tests for quantity above 30 cubic metre and upto 50 cubic metre. For quantity 50 cubic metre and above - 4 Tests + 1 Test for each additional 50 cubic metre)

Item No 16 :- Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor. Item / Page No : 3 / 0 A) Sand (212.01+21.20+4.24)=237.45

Item No 16b :- Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor. Item / Page No : 3 / 0 B) Metal/Murum/Stone (212.01+4.24)=216.25