Tender For Rrd Of Lwss Arnwal Guret In Tehsil Amb Distt. Una (Hp) (Sh: Construction of Water Tank At 2 Nos At Lwss Arnwal Guret ) Under Pdna
Tender Value
7.08 Lakhs
Estimated cost
Bid Submission
23 Jul 2026
5 days left
EMD
14166
Bank guarantee accepted
Document Fee
350
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Una → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Rrd Of Lwss Arnwal Guret In Tehsil Amb Distt. Una (Hp) (Sh: Construction of Water Tank At 2 Nos At Lwss Arnwal Guret ) Under Pdna
BOQ
| Sl. No. | Item Description |
| 1 | Providing & laying cement concrete1:1.5:3 (1cement :1.5 sand : 3 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- Foundation & Plinth |
| 2 | Providing mild/tor steel reinforcement of RCC work i/c bending ,binding and placing in position in complete up to floor two level in all leads and lifts and as per the direction of the Engineer-in-Charge. |
| 3 | Hacking of RCC wall internal scaffolding complete in all respect within all leads and lifts complete to entire satisfaction as directed by engineer in charge |
| 4 | chiseling of joints points of leakage complete in all respect to entire satisfaction as directed by engineer in charge. |
| 5 | Applying water proofing chemical of approximate two coats within all leads and lifts complete to the entire satisfaction as directed by engineer in charge |
| 6 | Applying water proofing plaster 6 mm thick in cement mortar 1:1 by mixing water proofing compound including chips zero size all leads and lifts complete to the entire satisfaction |
| 7 | providing and laying of water proofing plaster 10 mm thick in cement mortar 1:2 by mixing water proofing compound 200ml per bag within all leads and lifts complete to entire satisfaction as directed by engineer in charge. |
| 8 | P/F of cast iron cover for fram of internal size 500 mm dia with frame |
| 9 | Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts. |
| 10 | Dismentalling of old existing GMS Pipe by cutting of the various dia ( earth work in trenches to be measured and paid for separately) complete |
| 11 | 65 mm dia |
| 12 | Relaying /jointing/testing in trenches galvanised mild steel tube of following dia and grade confirming to BIS 1239 ( with latest ammendment upto date) as per classification of pipe as specified below. The laying ofpipe shall confirm to BIS 5822 (With latest ammendment upto date), all |
| 13 | 65 mm dia |
| 14 | P/F sluice valve of diffrent makes i.el eader/Kartar /Kirloskar/ Birmake duly ISI , sluice valve ( with hand wheel ) as per IS 14846/2000 class up to 300 mm dia including stainless steel spindle and as per ID 1538 class II for diameter more than 300 mm complete with volts , nuts , insertion etc. araled capable of with standing the normal pressure as IS: 14846-2000 complete in all r espect in place of damaged/ non functional sluice valve in the various schemes . |
| 15 | 65 MM DIA PN 1 |
| 16 | Providing circumferencial butt welded joints to with three layers of welding using 3mm & 4mm electrodees after levelling of MS pipe. The pipe ends according to relevent BIS and entire satisfaction of the Engineer-in-Charge i/c all leads & lifts. |
| 17 | 65 mm dia |
| 18 | Desilting Gallery & filter beds with complete dewatering of existing stanting water and pumping out slury and debris, disposing of extracted material with in all leads and lifts as per directions of Engineer-in-Charge. |
| 19 | Excavation in foundations, trenches etc.,in earth work. lift upto 1.5 metres stacking the excavated soil not more than 3 metres clear from the edge of the 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 work. |
| 20 | Providing and laying cement concrete 1:4:8 ( 1 cement :4 sand :8 graded stone aggregate 40 mm nominal size ) and curing complete excluding cost of form work in foundation and plinth . |
| 21 | Ist class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:4 ( 1 cement :4 sand ) in all leads and lifts . |
| 22 | 40mm. thick cement concrete flooring 1:2:4(1cement:2sand:4 graded stone aggregate 20 mm nominal size) and laid in one layer finished with a floating coat on neat cement in all leads and lifts . |
| 23 | 15 mm thick cement plaster in single coat on fair side of brick/ stone masonry/concrete for interior plastering upto floor two level including arrises internal rounded angles chamfers angle not exceeding 80 mm in girth and finished even & smooth in cement mortor 1:4 (1 cement:4 sand) in all leads and lifts. |
| 24 | Excavation in foundations, trenches etc., in earth work. In all kind of soil such as spade work, pick work, jumper work, blasting work in soft and hard rock chiselling / wedging out of rock where blasting is prohibited and in saturated soil etc. in all leads and lifts, stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in fifteen centimetre layers, when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and dewatering and then disposing of all surplus excavated earth with in all leads and lifts and as per direction and to the entire satisfaction of the Engineer-in-Charge. |
| 25 | Providing Laying in trenches HDPE pipesof following diameters & classes as per IS 4984,PE-80 and jointing the pipes through push type compression joints by hydraulically operated machines upto 110 mm diameter and butt fussion ( heat fusion process) above 110 mm diameter including necessary fittings, bends, tees and reducers fabricated in accoradance with IS 8360 & IS 8008 with latest ammendments & shall be provided as per site conditions.Flanging of the pipes shall be made as& where required confirming to code IS 8008 & IS 7634, stub ends will be welded on pipes & MS flange shall be provided with slip on covered by epoxy coating / plastic powder. The flange should be confirm to ANSI B 16.5 with necessary nuts and Bolts. Jointing shall be complete in all respects including testing at site upto entire satisfaction of engineer-in charge. |
| 26 | 160 mm dia PE 80 PN 4 |
| 27 | 180 mm dia PE 80 PN 4 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysJul 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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