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Special Repair To Relaying Og Ms Ci , Di Water Supply Pipe Line And Damage Stone Wire Crates , Retaining Wall And Raw Water Drainage System Near Main Old Chamber Chowkidar Hut In Ekko Khad At Yol Cantt, YOL Cantt-Himachal Pradesh

Military Engineer Services-MES has published Special Repair To Relaying Og Ms Ci , Di Water Supply Pipe Line And Damage Stone Wire Crates , Retaining Wall And Raw Water Drainage System Near Main Old Chamber Chowkidar Hut In Ekko Khad At Yol Cantt. Submission Date for this Tender is 05-09-2019. Drainage Tenders in YOL Cantt Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

21453647
Special Repair To Relaying Og Ms Ci , Di Water Supply Pipe Line And Damage Stone Wire Crates , Retaining Wall And Raw Water Drainage System Near Main Old Chamber Chowkidar Hut In Ekko Khad At Yol Cantt
Open Tender
Indian
Himachal Pradesh
YOL Cantt
05-09-2019

Tender Details

Special Repair To Relaying Og Ms Ci , Di Water Supply Pipe Line And Damage Stone Wire Crates , Retaining Wall And Raw Water Drainage System Near Main Old Chamber Chowkidar Hut In Ekko Khad At Yol Cantt

Key Value

Document Fees
INR 500 /-
EMD
INR 40000.0 /-
Tender Value
INR 20 Lakhs /-

BOQ Items

Name of Work: SPL REPAIR TO RELAYING OG MS/ CI, DI WATER SUPPLY PIPE LINE AND DAMAGE STONE WIRE CRATES, RETAINING WALL AND RAW WATER DRAINAGE SYSTEM NEAR MAIN OLD CHAMBER CHOWKIDAR HUT IN EKKO KHAD AT YOL CANTT.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavation over areas not exceeding 1.50 metre deep and getting out in hard/ dense soil, complete all as specified. 155 Cubic Metre
2 2 Excavation in trenches n exc 1.5 metre wide & n exc 1.5 metre in depth for foundation etc or for shafts, wells, cesspits manholes, pier holes etc n. exc 10 Sqm on plan n exc 1.5 metre in depth and getting out in hard/ dense soil, complete all as specified. 50 Cubic Metre
3 3 Excavation in trenches n exc 1.5 metre wide & n exc 1.5 metre in depth for foundation etc or for shafts, wells, cesspits manholes, pier holes etc n. exc 10 Sqm on plan n exc 1.5 metre in depth and getting out in any type of soil, complete all as specified. 5 Cubic Metre
4 4 Returning filling in including spreading leveling, watering and well ramming in layers n. exc 25cm, all as specified. 55 Cubic Metre
5 5 Removal of excavated material to be distance n.exc 50 metres and depositing where directed at a level n.exc 1.5 metres high from the starting point, all as specified. 155 Cubic Metre
6 6 Demolition of cement concrete reinforced of any description in any position complete all as specified and directed. 22 Cubic Metre
7 7 Demolition of stones or brick masonry, built in cement mortar including all quoins, arches etc., but excluding ashlar facing, dressed stone work etc.complete,all as specified. 85 Cubic Metre
8 8 Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15cm thickness (below or above ground level) complete all as specified and directed. 5.75 Cubic Metre
9 9 Dismantling wrought iron or mild steel work of any description not otherwise provided for, all as specified. 0.5 Quintal
10 10 Taking up or down cast iron pipes 250mm dia, any class with spigot and socket ends including all fittings and connections, laid in trenches including cleaning for refixing or removal from site complete all as specified and directed. \nNote:- Excavation and earth work if required, shall be measured and paid under respective Items of BOQ. 90 Running Metre
11 11 Plain cement concrete M-5 nominal mix, type E-2 using 40 mm graded mechanically crushed stone aggregate as foundation filling and mass concrete all as specified. 35 Cubic Metre
12 12 75 mm thick plain cement concrete M-10 nominal mix, type C-2 using 40 mm graded mechanically crushed stone aggregate as foundation filling and mass concrete or sub base of floors all as specified. 3.75 Cubic Metre
13 13 Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for roughly finished flat surfaces of concrete, all as specified. 170 Square Metre
14 14 Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for roughly finished flat surfaces of concrete, all as specified. 40 Square Metre
15 15 TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. 3100 Kilogram
16 16 TMT bars 5mm and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required including cranking, bending spirally for hoping for columns and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, all as specified. 330 Kilogram
17 17 Reinforced cement concrete M-25, (Design mix), using 20mm graded crushed stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses etc and similar works, all as specified. \nNote:- Reinforcement and form work shall be measured and paid separately. 45 Cubic Metre
18 18 Reinforced cement concrete (Design mix) M-25, using 20mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5 metres span, all as specified. Note for Serial Item No 17 & 18:- Reinforcement and form work shall be measured and paid separately.\n\n\n 13 Cubic Metre
19 19 Rendering cement plaster 10mm thick in cement mortar 1:4 (1 cement : 4 coarse sand) on ceiling, surface finished even and smooth without using extra cement, all as specified. 263 Square Metre
20 20 Walling random rubble masonry with best quality locally available stone (state stone), uncoursed, well bonded, bedded, solidly hearted and built in cement mortar 1:6 (1 cement : 6 coarse sand), all as specified. \nNote:- Locally available slate stone shall not be used. 80 Cubic Metre
21 21 Walling random rubble masonry with best quality locally available stone, uncoursed, well bonded, bedded, solidly hearted and built in cement mortar 1:6 (1 cement : 6 coarse sand), but except stone all as specified. Note: Servicable stone retreived from demolition under respective Items of BOQ shall be reused. 5 Cubic Metre
22 22 4mm dia galvanised steel wire, 150 x 100 mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling all as specified & directed. Note:- The mattresses shall be formed by looping the wires at each intersection. 670 Square Metre
23 23 Boulder filling dry, handpacked tightly, as in wire crate apron bunds all as specified. \n 150 Cubic Metre
24 24 Boulder filling dry, handpacked tightly, as in wire crate in vertical bunds with sloping face all as specified. Note for Serial Item No 23 & 24: Wire crate measured and paid under respective Items of BOQ separately. 80 Cubic Metre
25 25 Hand packing (any thickness) broken stone or boulders at back of walls over arches etc. and raising (or lowering) to the required level, all as specified. 70 Cubic Metre
26 26 Hard core of broken stone or boulders of gauge not exc. 63mm deposited, spread and levelled in layers not exc. 15cm thick, watered and rammed to a true surface, all as specified. 3.75 Cubic Metre
27 27 PCC M-15, nominal mix, type B-1, using 20mm graded mechanically crushed stone aggregate as in floors, 40mm thick, surface finished even and fair and making impressions with expanded metal whilist concrete is green, all as specified. 50 Square Metre
28 28 Mild steel framed work such as grills, gratings, etc with ends of bars shouldered and/ or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed ballusters walk ways; railings; framework of water tanks and similar work conforming to Fe.290. Gde-E-165, all as specified.\n 50 Kilogram
29 29 Painting two coats with synthetic enamelled paint on new steel or iron surfaces of any description exceeding 10cm width/ girth including preparation of surfaces over a coat of red oxide primer all as specified and directed. 15 Square Metre
30 30 Relaying cast iron pipes 250mm dia, any class with spigot and socket ends including all fittings and connections, laid in trenches complete all as specified and directed. \n 84 Running Metre
31 31 Cast iron pipe (ISI Marked) 250mm dia with spigot and socket ends, centrifugally cast, class "LA", in any length complete, laid in trenches and testing on completion all as specified and directed. Note for Serial Item No 30 & 31:- lead joint shall be measured and paid under respective Items of BOQ. 6 Running Metre
32 32 Run lead joint for 250 mm dia cast iron pipe all as specified & directed. 20 Each
33 33 3 mm thick rubber rubber or fibre board gasket joint including nuts, bolts, washers suitable for 250 mm bore cast iron pipe all as specified & directed. 4 Each
34 34 Cast iron fittings for spigot and socketed cast iron pipes as in bends (any type, radius and angle) tapers any type, (straight, bend, increasing, decreasing or double socket etc.) Tee pieces single branch. "Y" junction, double branch, cross (all sockets or socket and spigot) collars, caps and plugs complete all as specified. 150 Kilogram
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