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Providing Separate Wss To Village Korian Sandh Har And Dadoli For Harizan Basti And Adjoining Villagec/O Rcc U/G Collection Tank At Node No 2 Having Capacity 30 , 000 Ltrs , Node 4 Capacity 115000 Ltrs Node 24 Capacity 25000 Ltrs Node No 42 Capacity 1500, Korian Sandh Har-Himachal Pradesh

Irrigation And Public Health Department has published Providing Separate Wss To Village Korian Sandh Har And Dadoli For Harizan Basti And Adjoining Villagec/O Rcc U/G Collection Tank At Node No 2 Having Capacity 30 , 000 Ltrs , Node 4 Capacity 115000 Ltrs Node 24 Capacity 25000 Ltrs Node No 42 Capacity 1500. Submission Date for this Tender is 09-08-2019. Water Tank Tenders in Korian Sandh Har Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

21161294
Providing Separate Wss To Village Korian Sandh Har And Dadoli For Harizan Basti And Adjoining Villagec/O Rcc U/G Collection Tank At Node No 2 Having Capacity 30 , 000 Ltrs , Node 4 Capacity 115000 Ltrs Node 24 Capacity 25000 Ltrs Node No 42 Capacity 1500
Open Tender
Indian
Himachal Pradesh
Korian Sandh Har
09-08-2019

Tender Details

Providing Separate Wss To Village Korian Sandh Har And Dadoli For Harizan Basti And Adjoining Villagec/O Rcc U/G Collection Tank At Node No 2 Having Capacity 30 , 000 Ltrs , Node 4 Capacity 115000 Ltrs Node 24 Capacity 25000 Ltrs Node No 42 Capacity 15000 Ltrs

Key Value

Document Fees
INR 250 /-
EMD
INR 18850.0 /-
Tender Value
INR 9.42 Lakhs /-

BOQ Items

Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavation in foundations, trenches etc. in earth work, lift upto 1.50metres stacking the excavated soil not more than 3metres clear from the edge of the excavation and then returning the stacked soil in 15cm layers, when required in to plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lifts as per entire satisfaction of engineer-in-Charge. 135.37 Cum
2 2 Providing and laying cement concrete 1:3:6(1 cement: 3sand: 6graded stone agg.40mm nominal size) excluding the cost of centering and shuttering in foundation and plinth. within all leads and lifts. 13.46 Cum
3 3.1 Providing and laying cement concrete 1:1.5:3(1 cement: 1.5sand: 3 graded stone agg.20mm nominal size and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:-
4 3.2 Foundations, footings, bases of columns and the like and mass concrete within all leads and lifts. 19.56 Cum
5 3.3 Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor level with in all leads and lifts. 4.31 Cum
6 3.4 Walls (any thickness but not less 0.10 mtrs thickness) attached, pilasters, buttresses plinth and string courses etc.from top of foundation level upto floor two level within all leads and lifts. 36.32 Cum
7 3.5 Arches exceeding 6.00mtrs span with in all leads and lifts. 44.15 Cum
8 4.1 providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish i/c centering, shuttering, propping etc.height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs.height of propping and centering below supporting removal of the same for insitu work in:-
9 4.2 Flat surfaces such as soffits of suspended floors, roofs landing and the like with in all leads and lifts. 22.66 Sqmt
10 4.3 Vertical surface such as walls (any thickness) partitions and the like i/c attached pillasters,buttresses plinth and string courses and the like. 332.2 Sqmt
11 4.4 Arches exceeding 6.00mtrs span with in all leads and lifts. 38.93 Sqmt
12 5 Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 (1cement: 3sand) with in all leads and lifts. 332.55 Sqmt
13 6 Providing tor/mild steel reinforcement for RCC work i/c bending, binding and placing in position complete upto floor two level within all leads and lifts. 4039.55 Kgs
14 7 Steel work welded om builtup sections trusses and frame work i/c cutting, hoisting fixing in position and applying a priming coat of red lead paint in grating framed guards bars ladders railing brackets and similar work etc.within all leads and flits. 196.74 Kgs
15 8 Laying, jointing and testing of trenches GMS/MS tubes (L/M Class) tube fitting (earth work in trenches to be measured and paid for separately) with in all leads and lifts. 80mm 84 Rmt.
16 9 Providing and fixing CI sluice valve (with hand wheel) as per IS: 780:1984 class-1 upto 300mm dia (i/c brass spindle and as per 2906-1984 class-II for dia 300mm) complete with bolts nuts, rubbe insertion etc. (the tail piece if required shall be measured and paid for separately) with in all leads and lifts. 80mm 16 Nos
17 10 Providing and fixing MS steel man hole cover with frame and locking arrangement including pad lock having frames size of 560mm internal dia. Weight should not be less than 30kg with in all leads and lifts. 8 Nos
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