Retrofitting Of Lower Water Supply Scheme Mini Wss To Village Kamli In Gp Ghandalwin Hatwar In Gp Hatwar Domehra In Gp Lehri Sarail In Ghumarwin Constituency To Provide Functional Household Tap Connectionfhtc To Left Out Households Under Jal Jeevan Missio
Tender Value
27.15 Lakhs
Estimated cost
Bid Submission
27 May 2020
0 days left
EMD
48300
Bank guarantee accepted
Document Fee
400
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
BHARARI → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Retrofitting Of lower water supply scheme Mini Wss To Village Kamli In Gp Ghandalwin Hatwar In Gp Hatwar Domehra In Gp Lehri Sarail In Ghumarwin Constituency To Provide Functional Household Tap Connectionfhtc To Left Out Households Under Jal Jeevan Mission Har Ghar Nal
BOQ
| Name of Work Retrofitting of LWSS Mini WSS to village Kamli in GP Ghandalwin, Hatwar in GP Hatwar, Domehra in GP Lehri Sarail in Ghumarwin Constituency to provide Functional Household Tap Connection (FHTC) to left out households Under Jal Jeevan Mission Har Ghar Nal Se Jal (SH:- C/O. RCC Cut of wall at Kamli & Domehra phase, C/O. 2 Nos. RCC Sump Well 10000 Litre capacity each for Domehra & Kamli Phase, C/O. Retaining wall for Domehra & Kamli Phase, C/O. Precast Toilet Block 2 Nos. for Kamli & Domehra Phase, P/L plain cement concrete 1:3:6 in courtyard of 2 No. pump houses , Laying, jointing, testing of GI pipe Light class 40 mm dia in distribution system, Providing 13 Nos. FHTC with all allied fittings etc.) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Cutting in Earth work in all kinds of soil & disposal of the excavated earth up to a lead of 20 metre | BI01010001010000000000000515BI0100001113 | 90 | CUM |
| 2 | 2 | Excavation in foundation trenches etc. in all kinds of soil such as pick work,jumper work blasting work in soft or hard rock chiselling soft/ hard rock where blasting is prohibited in all leads and lifts including trimming where ever required dressing of sides and bed stacking the excavated soil clear from the edge of excavaton and then returning the excavated soil after completion of work in 15cm layers when required into side of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth within a lead of 20 mtrs. pick jumper work 50% each. | BI01010001010000000000000515BI0100001114 | 626.86 | CUM |
| 3 | 3 | Providing and laying cement concrete 1:5:10 (1cement:5 sand:10 graded stone aggregate 40mm nominal size with 15% plum and curing complete excluding the cost of form work in retaining wall/breast wall. The size of plum shall usually be 150mm to 300mm in all respect and as per direction and entire satisfaction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001115 | 70.93 | CUM |
| 4 | 4 | Providing and laying cement concrete 1:4:8 (1 cement: 4 sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in foundation and plinth and curing complete with in all leads and lifts . | BI01010001010000000000000515BI0100001116 | 5.74 | CUM |
| 5 | 5 | Providing and laying cement concrete 1:3:6 (1 cement: 3 sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in foundation and plinth and curing complete with in all leads and lifts . | BI01010001010000000000000515BI0100001117 | 55.42 | CUM |
| 6 | 6 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in situ reinforced concrete and plain concrete work in:- | BI01010001010000000000000515BI0100001118 | ||
| 7 | 6.01 | Vertical surfaces such as walls ( any thickness) portions and the like including attached pilasters buttresses, plinth and string courses and the like in all leads and lifts. | BI01010001010000000000000515BI0100001119 | 320.1 | SQM |
| 8 | 6.02 | Flat surfaces such as soffits and suspended floors roofs landing and like floors etc. up to 200 mm in thickness | BI01010001010000000000000515BI0100001120 | 7.52 | SQM |
| 9 | 7 | Providing mild steel / Tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level in all leads and lifts. | BI01010001010000000000000515BI0100001121 | 2070.71 | KG |
| 10 | 8 | Providing and laying cement concrete 1:1.5:3 ( 1 cement: 1.5 sand:3 graded stone agg. 20mm nominal size) & curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- | BI01010001010000000000000515BI0100001122 | ||
| 11 | 8.01 | Foundation footings bases of columns and the like & mass concrete. | BI01010001010000000000000515BI0100001123 | 2.12 | CUM |
| 12 | 8.02 | Wall (any thickness but not less than 0.10 metres thickness) attached pillasters, buttresses plinth & string courses etc. from top of foundation level up to floor two level. | BI01010001010000000000000515BI0100001124 | 8.62 | CUM |
| 13 | 8.03 | Suspended floors, roofs, landing, shelves and their supports balconies, lintels, beams girders bresumers and cantilevers upto all floor two level woth in all leads and lifts . | BI01010001010000000000000515BI0100001125 | 1.24 | CUM |
| 14 | 9 | Providing and laying cement concrete 1:2:4 (1 cement: 2 sand : 4 graded stone aggregate 20 mm nominal size) excluding the cost of centring & shuttering in foundation and plinth and curing complete with in all leads and lifts . | BI01010001010000000000000515BI0100001126 | 103.28 | CUM |
| 15 | 10 | Wire crate made of G.I. wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for separately) as per the direction of Engineer- in charge with in all leads and lifts. | BI01010001010000000000000515BI0100001127 | 28.13 | CUM |
| 16 | 11 | Wire crate made of G.I. wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately) GI wire 5mm thick corresponding to SWG-6 15cm x15cm mesh as per the direction of Engineer- in charge with in all leads and lifts. | 183.75 | SQM | |
| 17 | 12 | Steel work welded in built up section, trusses and framed work including hoisting fixing in position and applying a priming coat of red lead paint in grating framed guard bars, ladders, railing bracket similar work. | 46.28 | KG | |
| 18 | 13 | Laying ,jointing and testing in trenches galvanised mild steel tube fittings of light grade screwed and socketted complete with tube fittings such as bends,tees,air valves, etc. of following dia complete as per direction and to the entire satisfaction of Engineer-in charge. | |||
| 19 | 13.01 | 40 mm dia | 1200 | RMT | |
| 20 | 13.02 | 80 mm dia | 42 | RMT | |
| 21 | 14 | Providing and fixing double flanged cast iron sluice valve Leader/BIR/ Kartar make of Class PN-1.00 including MS flanges confirming to IS 6392-1971 of Flange Table 5 and welding of MS flanges in requisite layers on both faces including carrige complete in all respect. | |||
| 22 | 14.01 | 80 mm dia | 6 | EACH | |
| 23 | 15 | Providing & Fixing of Man hole cover (size 680X680) with M.S sheet 2.00 mm thick with hinges on MS. angle iron frame 35x35x3mm supporting with 25x5mm MS flat with base frame 40x40x5mm duly welded and fixed in RCC slab with anchor bolt 12mmx150mm i/c cost of welding charges,carriage fixing and applying priming coat and locking arrangement complete in all respect as per entired satisfiction of engineer in charge. | 4 | EACH | |
| 24 | 16 | Providing RCC work smooth finishing of the exposed surface with cement mortar 1:3 ( cement:3 sand) | 89.95 | SQM | |
| 25 | 17 | Providing and fixing PVC pipe of ISI mark of 80mm diameter for wheep holes 2.00 mtrs c/c horizontally & 1.00 mtrs c/c vertically as per direction and to the entire satisfaction of Engineer in charge. | 31.95 | KG | |
| 26 | 18 | Stone/Boulder filling behind retaining walls tightly hand packed/ under floor in all leads and lifts. | 88.2 | CUM | |
| 27 | 19 | Laying, Jointing & testing in trenches of GI pipe to House Service Connection including pipe fittings,fixtures, demolation / restore of cement concrete work complete in all respect for Initial Stage 2019-2020 : 13 Nos House Hold | |||
| 28 | 19.01 | Laying in trenches galvanised mild steel tubes 15 mm dia [Light grade] tube fitting including Earth work in trenches & Dismentalling and restoration of concrete surface of House holds complete in all respect. | 1170 | RMT | |
| 29 | 19.02 | Providing fittings and accessories e.g. Tee, Union, Nipple, Elbow,Wheel valve,1/4\" ferrule, bib cock etc.required for House Hould connection upto domestic storage Tank.The 15mm dia. Wheel valve shall confirm to BIS 778:1980 CL , all other G.I. fittings shall confirm to BIS specification. | 13 | EACH | |
| 30 | 20 | Construction of toilet block 1.00 x 1.00 metre size of standard height and depth made of RCC planks , frame, and shutter of angle iron and plain CGI sheet, WC Indian type with P trap and pit including excavation of toilet foundation & soak pit in all kinds of soil and disposal of surplus excavated earth , filling with course sand , cement concrete flooring 1:2:4 (1 cement: 2 sand : 4 graded stone aggregate 20 mm nominal size ) PVC pipe 110 mm dia for connections, chicken mesh etc. for rural sanitation system in all leads and lifts as per standard design and drawing or as per the direction of Engineer in Charge. | 2 | EACH |
AI Tender Summary
Tender Timeline
May 13, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMay 27, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 28, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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