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Imp And Augmentation Of Wss Bhatwari Shala Shara Nihlu Odidhar Rains Nasyar And Bata Chunani In Gp Bhatwari And Bandhi Tehsil Sadar Distt Mandi Hp Development Of Site , C/O Head Weir At Point A Source Intake Chamber 6 Nos Sedimentation Tank 23000 Ltr Slo, Panarsa-Himachal Pradesh

Irrigation And Public Health Department has published Imp And Augmentation Of Wss Bhatwari Shala Shara Nihlu Odidhar Rains Nasyar And Bata Chunani In Gp Bhatwari And Bandhi Tehsil Sadar Distt Mandi Hp Development Of Site , C/O Head Weir At Point A Source Intake Chamber 6 Nos Sedimentation Tank 23000 Ltr Slo. Submission Date for this Tender is 02-11-2020. Dam Work Tenders in Panarsa Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

25834826
Imp And Augmentation Of Wss Bhatwari Shala Shara Nihlu Odidhar Rains Nasyar And Bata Chunani In Gp Bhatwari And Bandhi Tehsil Sadar Distt Mandi Hp Development Of Site , C/O Head Weir At Point A Source Intake Chamber 6 Nos Sedimentation Tank 23000 Ltr Slo
Open Tender
Indian
Himachal Pradesh
Panarsa
02-11-2020

Tender Details

Imp And Augmentation Of Wss Bhatwari Shala Shara Nihlu Odidhar Rains Nasyar And Bata Chunani In Gp Bhatwari And Bandhi Tehsil Sadar Distt Mandi Hp Development Of Site , C/O Head Weir At Point A Source Intake Chamber 6 Nos Sedimentation Tank 23000 Ltr Slow Sand Filter Bed 57 Sqm Cap Rcc Main Storage Tank At Point B 70500 Ltr Cap Rcc Sector Storage Tank 19500 Ltr Cap At Point E 10000

Key Value

Document Fees
INR 800 /-
EMD
INR 83200.0 /-
Tender Value
INR 50.64 Lakhs /-

BOQ Items

Name of work:- Imp. & Aug. of WSS Bhatwari , Shala Shara, Nihlu, Odidhar, Rains, Nasyar & Batta Chunanai in GP Bhatwari & Bandhi Tehsil Sadar Distt Mandi HP.(SH:- Development of site, C/O Head weir at Point-A, source intake chamber = 6 Nos., Sedimetation tank 23000 Ltrs., Slow Sand Filter Bed 57.00 Sqm. Cap., RCC Main Storage Tank at point-B 70500 Ltr. Cap., RCC Sector Storage Tank 19500 Ltr. Cap. at point-E, 10000 Ltr. Cap. = 9 Nos. at point-G,I,B-13,K,M,O,Q,B-27,Q-5,).
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Cutting in earth work and disposal of excavated earth work in all kinds of soil such as pick work, jumper work, blasting work, chiselling work soft/hard rocks where blasting is prohibited in all leads and lifts. BI01010001010000000000000515BI0100001113 354.6 Cum
2 2 Excavation in foundation, trenches etc.in earth work , lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required, into plinths, sides of foundations, etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 metres in pick jumper work in all leads and lifts. BI01010001010000000000000515BI0100001114 346.1 Cum
3 3 Providing and laying cement concrete 1:4:8(1cement:4 sand:8 graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in foundation and plinth in all leads and lifts. BI01010001010000000000000515BI0100001115 35.59 Cum
4 4 Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in:- i) Foundation and Plinth in all leads and lifts. BI01010001010000000000000515BI0100001116 68 Cum
5 5 Squared rubble masonry coursed with hard stone of approved qualityin foundation and plinth including racking out joints in cement mortor 1:4 (1 cement : 4 sand) in all leads and lifts. BI01010001010000000000000515BI0100001117 18.24 Cum
6 6 Providing and laying cement concrete 1:1½:3 ( 1 cement : 1½ sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:- Foundation and Plinth in all leads and lifts. BI01010001010000000000000515BI0100001118 42.21 Cum
7 6.01 Walls (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level in all leads and lifts. BI01010001010000000000000515BI0100001119 89.94 Cum
8 6.02 Suspended Floors, roofs, landings & Shelves & their supoorts, balcolines, beams, girders, bressumers & cantilevers upto floor to level in all leads and lifts. BI01010001010000000000000515BI0100001120 0.32 Sqm
9 7 Providing and laying No fine concrete 1:6(1cement:6graded stone aggregate 40mm nominal size( and curing complete :-In Wall (any thickness but not less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc from top of foundation level up to floor two level in all leads and lifts. BI01010001010000000000000515BI0100001121 2.4 Cum
10 8 Providing form work with steel plates 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish i/c centring ,shuttering, strutting and propping etc. with wooden battens & ballies, ht. of propping & centring below supporting floor to ceiling not exceeding 4 mtrs. & removal of the same for insitu-reinforced concrete work in :Vertical surfaces such as walls ( any thickness ) partitions and the like including attached pilasters , buttresses, plinth and string courses and the like in all leads and lifts.. BI01010001010000000000000515BI0100001122 1034.5 Sqm
11 8.01 Providing form work of ordinary timber plankings so as to give a rough finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plaiin concrete work in:- Arches, domes, vaults up to all span in all leads and lifts. BI01010001010000000000000515BI0100001123 26.75 Sqm
12 8.02 Flat surfaces such as soffits of suspended floors, roofs landings and the like: floors etc. up to 200 mm in thickness in all leads and lifts. BI01010001010000000000000515BI0100001124 115.24 Sqm
13 9 Providing and laying cement concrete 1:2:4 work (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- Suspended Floors, dome roofs, landings Shelves & their supoorts, balcolines, beams, girders, bressumers & cantilevers etc. in all leads and lifts. BI01010001010000000000000515BI0100001125 2.57 Sqm
14 9.01 Suspended Floors, roofs, landings & Shelves & their supoorts, balcolines, beams, girders, bressumers & cantilevers upto floor to level in all leads and BI01010001010000000000000515BI0100001126 15.13 Sqm
15 10 15mm thick cement plaster in single coat on rough side of brick/concrete/stone walls for interior plastering upto floor two level including arrises internal rounded angles chamfers and or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:3(1cement:3 sand)in all leads and lifts. BI01010001010000000000000515BI0100001127 42 Sqm.
16 11 Providing mild steel/tor Steel reinforcement for R.C.C work including bending , binding and placing in position complete up to floor two level in all leads and lifts. BI01010001010000000000000515BI0100001128 12614.7 Kg
17 12 Cement concrete flooring 1:2:4(1 cement:2 sand:4 graded stone agg.20mm nominal size)laid in one layer finished with a floating coat of neat cement 40mm thick in all leads and lifts. BI01010001010000000000000515BI0100001129 15 Sqm
18 13 Providing & fixing precast concrete manhole cover & frame conforming to IS-12593-1988,part-I and IS 12592-1991, part-II, 560mm diameter , medium duty in all leads and lifts. BI01010001010000000000000515BI0100001130 14 Each
19 14 Providing and Fixing cast iron rungs 200 mm wide with chequered of ribbed non slip surface including fixing in manhole with 200x200x100 mm cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 20mm nominal size) in all leads and lifts. BI01010001010000000000000515BI0100001131 10 Each
20 15 Providing and laying in trenches, GMS Tubes (Light Grade), Tube fittings (earth work in trenches to be measured and paid for separately). 65 mm Dia. in all leads and lifts. BI01010001010000000000000515BI0100001132 60 Rmt
21 16 Providing and fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete in all leads and lifts.110 mm nominal bore. BI01010001010000000000000515BI0100001133 2 Rmt
22 17 Providing and Fixing Cast Iron Sluice Valve of BIR make BIS No. 14846 with flange Table - 5 including welding of flanges, Nuts & Bolts and Gasket etc.The sluice valve conforming to IS - 780. The dia of valve as mentioned below complete in all leads and lifts and to the entire satisfaction of the Engineer - in - Charge. ( 65 MM Diameter ) BI01010001010000000000000515BI0100001134 14 Rmt
23 18 Providing and Fixing of MS Fabricated Protection Panel 750 mm x 750 mm made with MS Angle 40 x 40 x 4 mm for frame, MS Angle 30 x 30 x 3 mm for cover, MS Flat 25 x 5 mm for fixing of sliding door bolt and MS Sheet 4.00 mm thick for protection of manhole covers of storage tanks including the cost of cutting and welding of MS angle, MS Flat & MS Sheet, embedding in RCC Slab by drilling holes in MS angle & in RCC slab, provision for providing and fixing sliding door bolt 300 x 16 mm, MS Handle 100 mm, Lock and applying a coat of red lead paint & painting two coat with steel paint (Firoza Blue) complete job in all respect in all leads and lifts and to the entire satisfaction of the Engineer - in - Charge. BI01010001010000000000000515BI0100001135 11 No.
24 19 Providing and Fixing Aquamet / Itron / ABB Multi jet Class B, EMR Compatible water, Inferential type, Dry Dial Water Meter with end connectors in brass as per ISS 779:1994 and conforming to ISO - 4064 class B having ready made holes, rubber gasket with saddle and supports and union including freight charges, connection charges complete in all respect and to the entire satisfaction of the Engineer - in - Charge in all leads and lifts. 50 mm dia. BI01010001010000000000000515BI0100001136 1 No.
25 20 1.20 metre heigh fencing (as per approved design) 1.80 metres R.C.C.posts 3 metres centre to centre and R.C.C. struts with 7 horizental lines and two diagonals of galvanised steel bar bed wire (IS 278-1962 type I) weighing 9.38 kg./100 metres (minimum) strained and fixed to posts by typing to 6mm galvanised steel bar niles/clips with G.I. binding wire including cost of Excavation, R.C.C. Posts,R.C.C. struts and straining belts and embeded in cement concrete 1:4:8 ( 1cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) and curing complete in all respect with manufacturing & Fixing of MS Gate 1.20X1.50 Meter and to the entire satisfaction of the Engineer-in-Charge in all leads and lifts. BI01010001010000000000000515BI0100001137 308.59 Rmt
26 21 Providing and placing of horizontal layer filter media duly graded, screened, washed and cleaned as specified by the Engineer- in- charge. Top Layer :- Fine Sand (Eff. Size 0.20mm to 0.40 and uniformity co-efficient 2.00 to 3.00) Screened, washed, cleaned & graded from approved quarry in all leads and lifts. BI01010001010000000000000515BI0100001138 42.81 Cum
27 21.01 2nd Layer :- Coursed sand screened, cleaned, washed & graded 3 mm to 6 mm from approved quarry in all leads and lifts. BI01010001010000000000000515BI0100001139 5.71 Cum
28 21.02 3rd Layer :- Bajri screened, washed and graded 6 mm to 20 mm from approved quarry in all leads and lifts. BI01010001010000000000000515BI0100001140 5.71 Cum
29 21.03 4th Layer :-Bajri screened, washed & graded 20 mm to 25 mm from approved quarry in all leads and lifts. BI01010001010000000000000515BI0100001141 5.71 Cum
30 21.04 5th Layer :- Broken stone screened, washed and graded for 50 mm to 75 mm from approved quarry in all leads and lifts. BI01010001010000000000000515BI0100001142 9.94 Cum
31 22 Providing and placing 1st class standard bricks in filter bed in two layer as per the satisfaction of the Engineer-in-Charge in all leads and lifts. BI01010001010000000000000515BI0100001143 2419 Each
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