Tender For Providing Abr Septic Tank Sewerage System At Hadsar For Mainmash Fair In Tehsil Bharmour Distt. Chamba(Sh:- Construction of Abr Septic Tank At Hadsar . Inspection Chamber ,Rcc Manholes, Inlet Chamber ,Cct,& Di Pipe Line & Other Allied Acce
Tender Value
52.09 Lakhs
Estimated cost
Bid Submission
27 Jul 2026
5 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chamba → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Abr Septic Tank Sewerage System At Hadsar For Mainmash Fair In Tehsil Bharmour Distt. Chamba(Sh:- Construction of Abr Septic Tank At Hadsar . Inspection Chamber ,Rcc Manholes, Inlet Chamber ,Cct,& Di Pipe Line & Other Allied Accessories O & M For One Month)
BOQ
| Sl. No. | Item Description |
| 1 | Cutting / Chiesling in Soft rock in earth work and disposal of excavaed earth with in all leads and lifts as per the direction and entire stisfaction of Engineer-in-charge. |
| 2 | Excavation in foundations trenches in all kinds earth work i.e. pick work, jumper work,hard ballast stacking chiselling etc. stacking the excavated soil not more than 3metre clear from the edge of the excavation and then returning the stacked soil in 15 centimetre layers when required into plinths side of foundations etc., consoildating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in-Charges.90 % Pick Jumper Work |
| 3 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. |
| 4 | Providing and laying cement concrete 1:4:8(1:cement :4 sand:8 graded stone aggregate 40 mm nominal sixe) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. |
| 5 | Providing and laying cement concrete 1:2:4( 1 cement:2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth involving all leads and lifts as per the direction of Engineer-in-charge. |
| 6 | Providing and laying cement conrete 1 : 3 :6 . ( 1 cement : 3 sand and : 6 grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. |
| 7 | P/L cement concrete work 1:2:4(1cement:2sand:4graded stone aggregate 20mm nominal size)and curing complet excluding the cost of form work and reinforcemnet work,in suspended floor,roofs,landing and shelves and tdheir support Balconies,Beams,girders,bressumers and contilevers upto floor two level as per the direction and entire satisfaction of Engineer-in-Charge. |
| 8 | Providing and laying cement concrete 1 : 1½ : 3 mix. ( 1 cement : 1½ : sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work in : |
| 9 | Foundation footings bases of columns and the like; and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge. |
| 10 | (b) Walls any thickness but not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 11 | Providing and laying cement concrete 1:5:10 (1cement;5sand:10graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining wall/breast walls, the size of plums shall usually be 150mm to 300mm as per HPPWD specification as per the direction and entire satisfactionof Engineer-in-Charge. |
| 12 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights 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 :- |
| 13 | In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 14 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 15 | Edge of slab breaks in floors and walls under 20 cm wide including all leads and lifts as per the direction of engineer in charge |
| 16 | White washing with lime on undecorated wall surfaces( two coats) to give an even shade i/c throughly brooming the surface to remove all dust dirt & other foreign matter as per direction of Engineer-in-charge |
| 17 | Placing mild steel/tor steel (reinforcement for RCC work) including bending,binding and placing in positioncomplete in all respect including all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge. |
| 18 | Providing and fixing precast concrete cover and frame for manhole confirming etc. IS -12592-2002 part -1 within all leads and lifts as per the direction of Engineer-in- Charge. (Medium duty) |
| 19 | Providing and fixing precast concrete cover and frame for manhole confirming etc. IS -12592-2002 part -1 within all leads and lifts as per the direction of Engineer-in- Charge. (Heavy) |
| 20 | Brick work using common brunt clay building bricks Iind class in foundation & plinth in superstructure in cement mortor 1:4 ( 1 cement: 4 sand) |
| 21 | Brick work using common brunt clay building bricks Iind class in foundation & plinth in superstructure in cement mortor 1:6 ( 1 cement: 6 sand) |
| 22 | Providing 200mm wide cast iron rungs with chequred or ribed non slip surface including fixing in manholes with 200mmx200mmx100mm cement concrete 1:1.50:3 ( 1 cement: 1.50 sand : 3 graded stone aggregae 320mm nominal size) |
| 23 | Providing & fixing sand cast iron spun spigot and socketed soil waste and ventilating pipe (lead chokked joints to be measured and paid for seprately) 100mm nominal size. |
| 24 | Providing and fixing sand cast iron cowl 100mm dia |
| 25 | P/L PVC Pipe 100mm dia pipe as per IS code 4984 having a test pressure 6kg/cm for weep hole in retaing wall and breast wall. |
| 26 | 20mm cement plaster in single coat on the rough side of brick/concrete/stone wall for interior plastering upto floor two level including arrises,internal rounded andles, chmfrrs and/or rounded angles not exceeding 80mm in girth and finised even and smooth 1:4 (1 cement: 4 sand). |
| 27 | Laying,jointing and testing in trenches to be levelled to grade, centrifugal cement mortor lined ductile iron (spun) pressure pipes conforming to BIS 8329-2000 class K-7 suitable for tyton (puch on joinra) including bends of all degree, tees, collars trappers if required crosses, short pieces, tail pieces, plug of required numbers, cutting pieces, charmfering wher ever required (earth work in trenches and cost of joints to be measured and paid for separately including carriage in all leads and lifts complete ain all respect of following nominal diametres. |
| 28 | DI pipe 150mm dia. Class (K-07) |
| 29 | Providing Laying, in trenches HDPE pipe i/c fitting such as tees, elbows , Unions , Nipples etc as . complete in all respcet (Earth work in trenches to be measured and paid for separately) with in all leads and lifts as per the direction of Engineer-in-Charge. ( 160 mm dia PE 80 PN 8) |
| 30 | Laying, jointing and fixing of GI Pipe of following diametre in Inlet,outlet and Scour pipe with in all leads and lifts as per the direction of Engineer-in-Charge. |
| 31 | Outlet & Scour pipe 32 mm dia |
| 32 | Operation and maintenance of sewer network of length 3.5 KM .And mobile toilet for 12 Nos including , Trunk Sewer ,branch line ,distribution line Manhole chamber , Cleaning of Septic Tanks , Completein all respect as per the direction of Engineer- In -Charge for Three month Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysJul 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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