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2 . Constructing K T Weir At Kadus Mor Odha Tal Khed ( Class Upto Iv ) , Pune-Maharashtra

Rural Development Department has published 2 . Constructing K T Weir At Kadus Mor Odha Tal Khed ( Class Upto Iv ) . Submission Date for this Tender is 05-10-2020. Dam Work Tenders in Pune Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

25510616
2 . Constructing K T Weir At Kadus Mor Odha Tal Khed ( Class Upto Iv )
Open Tender
Indian
Maharashtra
Pune
05-10-2020

Tender Details

2 . Constructing K T Weir At Kadus Mor Odha Tal Khed ( Class Upto Iv )

Key Value

Document Fees
INR 5000 /-
EMD
INR 106899.0 /-
Tender Value
INR 1.06 Crore /-

BOQ Items

Name of Work: Constructing K T Weir at Kadus Mor Odha Tal Khed
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Cleaning cutting thorny shrubs bushes, grass as directed with 15m lead and lift up to 1.5m.(Item No-80, Pg-37) BI01010001010000000000000515BI0100001113 648 Sqm
2 2 Excavation in all kinds of Soils & Soft murum including boulders up to 0.6 m diameter (0.113cum) 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 / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift.(Item No-1, Pg-9) BI01010001010000000000000515BI0100001114 196 Cum
3 3 Excavation in Hard Murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated material neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift. (Item No-2, Pg-9) BI01010001010000000000000515BI0100001115 247 Cum
4 4 Excavation in Soft Rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift.(Item No-3, Pg-9) BI01010001010000000000000515BI0100001116 1196 Cum
5 5 Excavation in Hard Rock of all toughness by blasting including boulders above 0.6 m dia.(0.113Cum) minimising damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques and placing the excavated rock neatly in approved dump area as directed including cost of all materials, machinery, labour, leveling bed etc.,complete with lead up to 15 m and lift up to 6 m.(Item No-4, Pg-9) BI01010001010000000000000515BI0100001117 374 Cum
6 6 Drilling 32mm diameter grout holes in concrete/rock by per cusion drilling using jack hammer as directed to specified depth for consolidation / contact grouting including cost of all materials, machinery, labour, cleaning holes, ventilation, lightening, drainage and all other ancillary operations etc., complete.(RSR 2013-14 / Item No-70, Pg-93) BI01010001010000000000000515BI0100001118 84 Rmt.
7 7 Providing and laying in situ cement concrete of grade M-15 (20 MSA) 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 considering lead of 50 m with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 50 m. & lift of 1.5 m.(Item No-26, Pg-20) BI01010001010000000000000515BI0100001119 1766.21 Cum
8 8 Providing and laying in situ cement concrete of grade M-20 of trap / granite / gneiss / quartzite / graded metal for RCC work of gallery sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments slab etc. with Concrete Mixer including shuttering and scaffolding, compacting, curing etc. complete with an initial lead of 50 m. & lift of 1.5 m.(Item No-27, Pg-20) BI01010001010000000000000515BI0100001120 51.53 Cum
9 9 Cutting, bending, hooking, laying in position and tying M.S.bars for reinforcement of R.C.C. work as per detailed drawing etc. complete. (Item No-50, Pg-27) BI01010001010000000000000515BI0100001121 14.88 M.T.
10 10 Providing and fixing Channel made up with one piece of 6 mm thick M.S. plate As per design and drawing with fixing necessary holdfast cutting, bending ,welding with primwer coat of red oxide and 2 coat of oil paint etc. complete with all leads and lifts. BI01010001010000000000000515BI0100001122 155 Cum
11 11 Manufacturing with QAP & fabrication of KT weir needle gates-straight type size 2.15x0.5M -94 Kg. weight as per relevant Indian standards with all material , Mild steel confirming to IS 2062, Rubber seal conforming to IS 4623 & Welding electrodes AWS E6013 for general weld joints. It includes all material , Labour charges,machinary charges, 1Km lead charges of transportation , loading and unloading charges of Gate parts at Site, Inspection & Quality control charges , Sand blasting, Painting with one coat of zinc rich primer on dry film to give total dry film thickness 70+/-5 micrones and two coats of sloventless coal tar epoxy paint applied to give minimum dry film thickness of 150+/-5 micron per coat as per IS 14177.(Item No-184, Pg-76). BI01010001010000000000000515BI0100001123 8.74 M.T.
12 12 Fixing for First Year- fixing of M.S Needles in Weir openings after offset of the mansoon for storage of water from post mansoon river flow and making it water tight by using wooden pegs, Dungry cloth and empty cement bags etc. with all leads & lifts and including all material and labour etc.complete.(Item No-97, Pg-39) BI01010001010000000000000515BI0100001124 99.98 No.
13 13 Fixing for Second Year- fixing of M.S Needles in Weir openings after offset of the mansoon for storage of water from post mansoon river flow and making it water tight by using wooden pegs, Dungry cloth and empty cement bags etc. with all leads & lifts and including all material and labour etc.complete.(Item No-97, Pg-39) BI01010001010000000000000515BI0100001125 99.98 No.
14 14 Removing M.S needles from the K.T Weir opening before onset of the mansson for passing the flood water through the K.T weir openings including conveying the same up to the river banks, stacking the same as directed with all leads and lifts etc complete.(Item No-94, Pg-39) BI01010001010000000000000515BI0100001126 99.98 Mt
15 15 Dewatering during construction including arrangement of bailing the wayer outside the area and including using pumpset and their maintenanace etc. complete.(Item No-23, Pg-13) BI01010001010000000000000515BI0100001127 6961 No
16 16 Providing hearting embankment using selected impervious soil from approved borrow areas in layers including cost of all materials, machinary, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, selectioning edges/sides,watering , compacting each layer to density control of not less than 95 percent or as stipulated using power roller etc., complete with lead up to 1km and 6m lift.(Item No-13, Pg-11) BI01010001010000000000000515BI0100001128 1065.62 Cum
17 17 Item No 16 : Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with lead up to 50 m and all lifts excluding royalty of material.(Item No-18, Pg-12) BI01010001010000000000000515BI0100001129 169.8 Sqm.
18 18 Providing and fixing canal information board of 1.2*0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 25*25*3 mm with cross bracing of size 25*25*3 mm including painting with one coat of zinc chromate storing primer and two coats each of green /white back ground back side gray stored enamelled bonded with red retro reflective sheet engineering grade, border /letters / numeral / arrows coated with non pealable crystal clear protective transparent coat retaining 1005 reflection including teo iron post of size 50*50*5 mm of 3.65 m long inflated at botton drilled on top and painted in white and black bonds of 30 cm with four numbers high strngth 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*60*75 cm as directed by engineer-incharge. (Item No-73, Pg-32) BI01010001010000000000000515BI0100001130 1 Cum
19 19 Item No 15: Testing Charges for Materials with Test Reports. 1) Sand Silt & Clay Content 380 Fineness Modulus 420 BI01010001010000000000000515BI0100001131 1 No
20 20 Item No 15: Testing Charges for Materials with Test Reports. 2) Coarse Aggregate Sieve Analysis 400 , Crushing Value 620,WA & SG 760 BI01010001010000000000000515BI0100001132 1 No
21 21 Item No 15: Testing Charges for Materials with Test Reports. 3) Cement Standard Consistency 730, Setting Time 640 & Compressive Stregth 1160 BI01010001010000000000000515BI0100001133 1 No
22 22 Item No 15: Testing Charges for Materials with Test Reports. 4) STEEL BAR TESTING 10 mm to 32 mm (Set of 3 Bars) ( Tensile strength, % , Elongation, Yield Stress, Weight- Per Meter,Bend/ Rebend Test, Proof Stress.) BI01010001010000000000000515BI0100001134 1 No
23 23 Item No 15: Testing Charges for Materials with Test Reports. 5) CONCRETE Compressive/Split tensile strength BI01010001010000000000000515BI0100001135 61 No
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