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Tender For Providing Water Supply Scheme To Murrah Caste Buffalo From In Village Barnoh Under Rashtriya Gokul Mission In Distt Una (Hp) Construction Of Ohsr 50000 Ltrs Capacity With 15 Mtrs Staging Height, Una-Himachal Pradesh

Irrigation And Public Health Department has published Tender For Providing Water Supply Scheme To Murrah Caste Buffalo From In Village Barnoh Under Rashtriya Gokul Mission In Distt Una (Hp) Construction Of Ohsr 50000 Ltrs Capacity With 15 Mtrs Staging Height. Submission Date for this Tender is 25-05-2023. Water Supply Project Tenders in Una Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

37698992
Corrigendum : Tender For Providing Water Supply Scheme To Murrah Caste Buffalo From In Village Barnoh Under Rashtriya Gokul Mission In Distt Una (Hp) Construction Of Ohsr 50000 Ltrs Capacity With 15 Mtrs Staging Height
Open Tender
Indian
Himachal Pradesh
Una
25-05-2023

Tender Details

Providing Water Supply Scheme To Murrah Caste Buffalo From In Village Barnoh Under Rashtriya Gokul Mission In Distt Una ( Hp ) Construction Of Ohsr 50000 Ltrs Capacity With 15 Mtrs Staging Height

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 24-May-2023 Corrigendum Other 25-05-2023

Key Value

Document Fees
INR 400 /-
EMD
INR 30942.0 /-
Tender Value
INR 15.62 Lakhs /-

BOQ Items

Name of Work: -Providing Water Supply to Murrah Caste Buffalo farm in village Barnoh undr Rashtriya Gokul Mission in Distt. Una (HP)(SH:-C/O of OHSR50000 Ltrs Capacity with 15 mtrs Staging Height).).
Sl. No. Item Description
1Excavationinfoundation trenches etc.in earth work in all kinds of soil such asspade work, pick work, jumper work, blasting work insoft and hard rock chieselling/ wedging out rockwhere blasting is prohibited andin saturated soil etc. in all leads and lifts, stacking the excavated soil not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in fifteen centimeters layers, when required into plinths sides of foundations etc.consolidatingeach depositedlayer by ramming and watering and then disposing ofallsurplusexcavatedearth asdirectedwithinall leadsand liftsas per the directions of Engineer-in-Charge.
2Providing andlaying cementconcrete by using M-10 gradedstone aggregate40 mm nominal size )completein all respect within allleads andlifts complete in all respect to the entire satisfaction as per the directions of Engineer-in-Charge.
3Providing and laying cement concrete work 1:1:2 (1 Cement: 1 Sand:2 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-
4Foundations, footings, bases of columns etc. and the like mass concrete.
5Columns, pillars posts and struts upto all heights.
6Lintels, beams, girders, bressumers and cantilevers upto all heights.
7Stair cases (except spiral stair cases) excluding landing but including preparing of the surface and finishing of nosing upto all heights.
8Arches
9Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level complete in all respect and as per the direction of the Engineer-in-Charge.
10Walls (any thickness but not less than 0.10 mtrs. thickness) including attached pilasters, buttersses, plinth and string courses etc. from top of foundation level.
11Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30 x 30 x 5mm,so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu-reinforced concrete and plain concrete work in :-
12Foundation, footings, basis of columns etc. and mass concrete.
13Columns, pillars, posts and struts Circular or curved in plan upto all heights.
14Sides and soffits of beams, beam haunchings,cantilevers, bressumers and lintels not exceeding 1 Mtr. in depth in all heights from floors.
15Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like.
16Flat surfaces such as soffits of suspended floors, roofs, landings and the like. Floors etc. upto 200 mmin thickness upto all heights..
17Stair cases with sloping or stepped soffits excluding landing upto all heights..
18Providing form work of ordinary timber plankings so as to give a rough finish including centring, shuttering, strutting and propping etc. height of propping and centring below supporting floor to ceililng not exceeding 4 metres and removal of the same for insitu reinforced concrete and plain concrete work inArches upto 6 metres span complete in all respect and as per the direction of the Engineer-in-Charge.
19Steel work welded in built up sections, trusses and framed work, including cutting, hoisting ,fixing in position and applying a priming coat of red lead paintIn gratings, framed guard bars, ladders, railling, brackets and similar works within all leads and lifts and asper the direction of the Engineer-in-Charge. .
20Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete in all respectincluding carriage of materials within all leads and liftsand as per directions of the Engineer-in-charge.
21Providing plinth protection 50mm thick in cement concrete 1:3:6 (1 Cement : 3 Sand : 6 graded stone aggregated 20mm nominal size)including carriage of materialsandas per directions of the Engineer-in-charge.
22Providing under layer for plinth protection of 75mm thick (unconsolidated) bed dry brick/stone aggregated 40mm nominal size with rammed and consolidated and grouted with fine sand including preparation of ground including carriage of materialsandas per directions of the Engineer-in-charge..
23Providing and fixing MS manhole cover of 500 mm dia with frame (Medium grade duty) weight of cover and frame to be not less than 46 Kg.
24Fixing inlet, outlet, over flow and scour pipe of GMS pipe of following internal dia (medium grade) including extra carriage within all leads and lifts and as per directions of the Engineer-in-charge.
25Inlet Rising Main 65 mm dia.(MG)
26Outlet pipe 100 mm dia (Distribution) (MG)
27Over flow & Scour pipe 100 mm dia.(MG)
28Providing, fixing and welding of MS flanges confirming to BIS code 6392-1971 table -5 below noted diameter (Latest with upto date ammendments) Welding of M.S. flanges on G.I. Pipe on both ends according to relevant BIS standard and detailed technical specifications) and provided with nuts and bolts of required size complete. within all leads and lifts and as per directions of the Engineer-in-charge.
29Inlet Rising Main 100 mm dia.
30Outlet pipe 100 mm dia (Distribution)
31Over flow & Scour pipe 100 mm dia.
32Providing and fixing sluice valve (With hand wheel) as per IS -780 class for following dia (including brass spindle and as per IS; 2906 class -II including M.S. Flanges, bolts, nuts, rubber insertion etc. complete in all respects including carriage of material within all leads and lifts.
33Outlet pipe 100 mm dia (Distribution)
34Scour pipe 100 mm dia.
35Providing and fixing of water measuring gauge of standards design complete in all respect.
36Providing and fixing of sky lightening arrestorcomplete in all respect in all leads and lifts including carriage and as per the directions of Engineer-in-Charge.
37Providing and fixing of vent opening including cowl with mesh in the top of the tankcomplete in all respect in all leads and lifts and as per the directions of Engineer-in-Charge.
38Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt,dust and remains of loose powdered material in all leads and lifts and as per the directions of the Engineer-in-Charge.
39Provision forsafe bearing Capacity complete in all respectas per the directions of the Engineer-in-Charge.
40Provision for Structural design and drawing complete in all respectas per the directions of the Engineer-in-Charge.
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