Rural Development Department has published 3 . Constructing A K T Weir At Manjrewadi Near Dashkriyaghat Bhima River Tal Khed ( Class Upto Iv-A ) . 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.
| Name of Work: Constructing a K T Weir at Manjrewadi Near Dashkriyaghat Bhima River Tal Khed | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Cleaning cutting thorny shrubs bushes, grass with 15m. lead and all lifts etc. complete as directed.(Item No-132, Pg-85) | BI01010001010000000000000515BI0100001113 | 738 | Sqm |
| 2 | 2 | Excavation in all kinds of soil including boulders up to 0.6 m diameter (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 / embankmen | BI01010001010000000000000515BI0100001114 | 209 | Cum |
| 3 | 3 | Excavation in hard murum including boulders up to 0.6 m diameter (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 / embankment inclu | BI01010001010000000000000515BI0100001115 | 258 | 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 roa | BI01010001010000000000000515BI0100001116 | 805 | 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 tec | BI01010001010000000000000515BI0100001117 | 392 | Cum |
| 6 | 6 | Drilling 32 mm diameter grout holes in concrete / rock by percussion drilling using jack hammer as directed to specified depth for consolidation / contact grouting including cost of all materials, machinery, labour, cleaning holes, ventilation, lightening | BI01010001010000000000000515BI0100001118 | 82 | Rmt. |
| 7 | 7 | 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, spill | BI01010001010000000000000515BI0100001119 | 1209.11 | Cum |
| 8 | 8 | Providing and laying in situ cement concrete of grade M-20 of trap / granite / gneiss / quartzite / graded metal for RCC works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, | BI01010001010000000000000515BI0100001120 | 59.98 | Cum |
| 9 | 9 | Cutting, bending, hooking, laying in position and tying M.S./ HYSD / TMT bars for reinforcement of R.C.C. work as per detailed drawing etc. complete as directed.(Item No-48, Pg-46). | BI01010001010000000000000515BI0100001121 | 16.39 | 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 lif | BI01010001010000000000000515BI0100001122 | 252 | 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 E601 | BI01010001010000000000000515BI0100001123 | 16.92 | M.T. |
| 12 | 12 | Fixing of M.S. Needles in weir openings after offset of the monsoon for storage of Water from post monsoon river flow and making it water tight by using wooden pegs, Dungy cloth & empty cement bags etc. with all leads & lifts and including all material an Fixing for First Year | BI01010001010000000000000515BI0100001124 | 193.5 | Sqm |
| 13 | 13 | Removing M.S. needles from the K.T. Weir opening before onset of the monsoon for Passing the flood water through the K.T. Weir openings including conveying the same up to the river banks, stacking the same with all leads and lifts etc. complete as directe | BI01010001010000000000000515BI0100001125 | 193.5 | Sqm |
| 14 | 14 | Dewatering during construction including arrangement of bailing the wayer outside the area and including using pumpset and their maintenanace etc. complete.(Item No-20, Pg-32) | BI01010001010000000000000515BI0100001126 | 4765 | No |
| 15 | 15 | 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 soil, spreading soil in layer of sp | BI01010001010000000000000515BI0100001127 | 1110.1 | Cum |
| 16 | 16 | 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 comp | BI01010001010000000000000515BI0100001128 | 56.6 | Sqm. |
| 17 | 17 | 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 co | BI01010001010000000000000515BI0100001129 | 1 | Cum |
| 18 | 18 | Item No 15: Testing Charges for Materials with Test Reports. 1) Sand Silt & Clay Content 380 Fineness Modulus 420 | BI01010001010000000000000515BI0100001130 | 1 | No. |
| 19 | 19 | Item No 15: Testing Charges for Materials with Test Reports. 2) Coarse Aggregate Sieve Analysis 400 , Crushing Value 620,WA & SG 760 | BI01010001010000000000000515BI0100001131 | 1 | No. |
| 20 | 20 | Item No 15: Testing Charges for Materials with Test Reports. 3) Cement Standard Consistency 730, Setting Time 640 & Compressive Stregth 1160 | BI01010001010000000000000515BI0100001132 | 1 | No. |
| 21 | 21 | 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.) | BI01010001010000000000000515BI0100001133 | 1 | No. |
| 22 | 22 | Item No 15: Testing Charges for Materials with Test Reports. 5) CONCRETECompressive/Split tensile strength | BI01010001010000000000000515BI0100001134 | 42 | No. |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
