Water Resources and Irrigation Government Departments Closing in 3 days TDR #56500832

Tender For Restoration Of Rain Damages To Lwss Kawara Kanoura In G.P.Pujarli Tehsil And Distt. Shimla. Hp.(Sh:- Construction of Reinforced Cement Concrete Nallah Intake, Connectivity Of Pipe Line, providing L/J Of Gi Pipes Of Various Dia Etc., Repair

Issued by Government Departments · Shimla, Himachal Pradesh
Tender Value
19.14 Lakhs
Estimated cost
Bid Submission
24 Jul 2026
3 days left
EMD
38300
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Shimla → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Restoration Of Rain Damages To Lwss Kawara Kanoura In G.P.Pujarli Tehsil And Distt. Shimla. Hp.(Sh:- Construction of Reinforced Cement Concrete Nallah Intake, Connectivity Of Pipe Line, providing L/J Of Gi Pipes Of Various Dia Etc., Repair Of Pump House, Fencing And Electrical Wiring In Pump House Etc. ) Under Pdna.2023.

BOQ

Name of Work:- Restoration of rain damages to LWSS Kawara Kanoura in G.P.Pujarli Tehsil and Distt. Shimla. HP.(SH:- C/O RCC nallah intake, connectivity of pipe line, Prov. L/J of GI pipes of various dia etc., repair of pump house, fencing and electrical wiring in pump house etc. ) under PDNA.2023.
Sl. No. Item Description
1Cutting in earth work in all kinds of soil such as pick work, jumper work, blasting work and chiselling work etc. and disposal of excavated earth as directed within all leads and lifts.
2Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work, jumper work,blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc.then disposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.complete in all respect and to the entire satisfaction of the Engineer-in-charge.
3Excavation in drains and channels etc. in earth work for pipes upto all depth in all classification of earth work such as pick work, jumper work, saturated soil i/c balling or pumping out water , blasting soft /hard rock or chiseling soft/ hard rock where blasting is prohibited in all lifts including jungle clearance wherever required, trimming and dressing of sides, levelling of beds to correct grade including shoring /struting, planking, timbering and dewatering wherever required stacking the useable /unusable material/soil seperately and after laying,jointing and testing of pipes ,returning the useable soil in treches in 15 cm layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and including cost of diversion for traffic, night signals, fixing caution boards,crossing over trenches for access to houses, fencing etc. complete in all respect whithin all leads and lifts as per direction of the Engineer-in-charge.
4Providing and laying cement concrete 1:4:8 (1cement: 4sand: 8graded stone agg. 40mm nominal size) and curing complete excluding cost of form work i/c all leads and lifts in foundation and plinth.
5Providing and laying cement concrete 1:6:12(1cement: 6sand: 12 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.
6Providing and laying cement concrete work 1:1:2(1cement:1 and:2 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement in reinforced concrete work i/c all leads and lifts complete in all respect.
7Foundation and plinth.
8Walls (any thickness) but not less than 0.1 m thickness) including attached pillasters,buttresses, plinth and string courses etc.from top of foundation level upto floor two level.
9Providing and laying cement concrete work 1:11/2: 3(M20) (1cement:1 1/2sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge.
10Foundations footings, bases of columns and the like and mass concrete.
11Walls (any thickness) but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level.
12Suspended floors, roofs, landings,shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor two level.
13Providing and laying cement concrete work 1:2:4(1cement:2sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge:-
14Foundation and plinth.
15Suspended floors, roofs, landings,shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor two level.
16Providing 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 , strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 3 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
17Foundations footings, basis of columns and the like and mass concrete.
18Vertical surfaces such as walls (any thickness) ,partitions and the like including attached pillasters,buttresses, plinth and string courses and the like.
19Flat surfaces such as soffits of suspended floors,roofs, landings, and the like:-i)Floors etc. upto 200mm in thickness.
20Edges of slabs and breaks in Floor and walls :- Under 20cm wide.
21Providing Mild steel/Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. a) Tor steel.
22Prov. in RCC work smooth finishing of the exposed surfaces with cement mortar 1:3(1cement:3sand).
23Providing and fixing precast concrete manhole cover and frame conforming to IS-12593-Part-I 1988 and IS 12592 - Part-II 1991, 560mm diameter Heavy Duty complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
24Providing, Laying and jointing in trenches,galvanised mild steel tubes (Light grade)confirming to IS-1239 (Part-I) 2004 i/c tube fittings such as Tee, elbow, union & nipple.(earth work in trenches to be measured and paid for separately)i/c all leads and lifts complete in all respect
2540 mm dia nominal bore.
2680 mm dia nominal bore.
27Dismantling of old G.I.Pipe (light grade) of following diameter complete in all respect including all leads and lifts and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately).
2840mm dia.
2932mm dia.
3025mm dia.
3120mm dia.
3215mm dia.
33Relaying and jointing in trenches,galvanised mild steel tubes(Light grade)(earth work in trenches to be measured and paid for separately)i/c all leads and lifts and as per direction of Engineer-in-charge complete in all respect.Labour rate only.
3440mm dia.
3532mm dia.
3625mm dia.
3720mm dia.
3815mm dia.
39Providing and fixing brass full way valve with wheel of superior quality including all leads and lifts In :-
4015 mm dia nominal bore.
4120 mm dia nominal bore.
4225 mm dia nominal bore.
4332 mm dia nominal bore.
4440 mm dia nominal bore.
4550 mm dia nominal bore.
4665 mm dia nominal bore.
4780 mm dia nominal bore.
48100 mm dia nominal bore.
49Providing and fixing of G.I.Union as per ISI specifications No.1879-1987(with latest ammendment) of various dia complete in all respect i/c all leads and lifts as per the direction of the Engineer-in-charge.
5015 mm dia nominal bore.
5120 mm dia nominal bore.
5225 mm dia nominal bore.
5332 mm dia nominal bore.
5440 mm dia nominal bore.
5550 mm dia nominal bore.
5665 mm dia nominal bore.
57Providing and fixing G.I. Hexa Nipple of different diameter complete in all respect i/c all leads and lifts.
5815 mm dia nominal bore.
5920 mm dia nominal bore.
6025 mm dia nominal bore.
6132 mm dia nominal bore.
6240 mm dia nominal bore.
6350 mm dia nominal bore.
6465 mm dia nominal bore.
65Providing circumferencial butt welding joints by electrical arc welding to following dia of G.I.Pipes medium/heavy class welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS:816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerlikon (Adore)-CITOJET/ESAB make, confomring to IS:814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of the Engineer-in-charge.
6680 mm dia nominal bore.
6765 mm dia nominal bore.
68Prov. wood work in frames of doors, windows clerestory windows and other frames wrought framed and fixed in position:- 2nd class deodar wood
69P/F panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows including black enamelled iron butt hinges with necessary screws complete in all respect as per the direction of the Engineer-in-charge i/c all leads and lifts. 40 mm thick 2nd class deodar wood
7020mm cement plaster on rough side of bricks/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:-a)In cement mortar 1:3(1cement:3sand).
71Applying two coat of wood preservative on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter, sand papering and knotting.
72Applying priming coat over new wood and other wood based surfaces after and including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter as per the direction of the Engineer-in-charge including all leads and lifts.
73Distempering two coats with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and i/c a priming coat with distempering primer of approved brand and manufacturem after thoroughly brushing the surface free from mortor dropping and other foreign matter and also i/c preparing the surface even and sand papered smooth.Priming coat with distemper primer with in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge.
74Prov. 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm diameter bolts nuts and wooden plugs and embeding in cement concrete block 30x10x15cm.1:3:6 (1cement: 3sand:6graded stone agg. 20mm nominal size).complete in all respect as per the direction of the Engineer-in-charge including all leads and lifts.
75P/F aluminium Tower bolts (barrel type) anodized transparent or dyed to required shade and colour with screws etc. complete. (250mm x 10 mm)
76Providing and fixing aluminium handles anodized transparent or dyed to required shade and colour and necessary screws etc. complete i/c all leads and lifts and as per direction of Engineer-in-charge. (125 mm)
77Providing and fixing anodized aluminium sliding door bolt anodized transparent or dyed to required shade and colour with bolts and nuts screws complete in all respect i/c all leads and lifts and as per direction of Engineer-in-charge. (250 mm x 16 mm)
78Steel work welded in built up sections, trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint i/c all leads and lifts complete in all respect. In trusses and trussed purlins in buildings.(ISMC).complete in all leads and lifts.
79Providing corrugated G.I. Sheet roofing fixed with galvanised iron J. or L. hooks bolts and nuts 8 mm diameter with bitumen and G.I. Limpet washers filled with white lead complete exculuding the cost of purlins refters and trusses.complete in all respect within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge:- 0.63 mm thick G.I. sheet
80Prov. ridges or hips 60 cm overall in plain G.I.sheet fixed with galvanised iron J or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete.0.63 mm thick sheet.
81Supplying and fixing woven plains G.I.Wire (as per IS: 280-1978) IS: 4826-1979 wire dia 3.15mm with fencing of mesh 50mm to 150mm to any type of standard rails, straining bolts, etc.including provision of binding wire, staples etc. complete in all respect.
82Painting two coats (excluding priming coat) on new steel and other metal surfaces with readymixed paint brushing to give an even shade including cleaning the surface all dirt, dust and other foreign matter i/c all leads and lifts and as per direction of Engineer-in-charge.:- With readymixed paint other than white.
83Wiring for light point/exhaust fan point/call bell point wire 1.5 sqm. PVC Insulated heat resistant flame retardent (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit and earthing the light point with 1.5sq.mm.HRFRLS/PVC insulated single core copper conductor cable as required. Group C.
84Wiring for power Plug with 2x4 Sq.mm PVC insulated heat resistant flame retardent (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No.4 Sq.mm HRFRLS/PVC insulated single core copper conductor cablefor earthing as required.
85Wiring for circuit/submain with following size. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No. HRFRLS/PVC insulated single core copper conductor cable for same size earthing as required.
86(i) 1x1.5 sq.m
87(ii) 2x 2.5 sq.m
88Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 miliampers in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 Amps. Cat-A.
89Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, isolator in the existing MCB DB complete with connections testing and commissioning etc. As required 63 Amps. Cat-A.
90Supplying and erection of 6 amps. To 32 amps. Rating, 10 KVA breaking capacity, 240 volts, 'C' curves miniature circuit breaker of following poles in the existing MCB DB complete with connections etc. as required (a) Single pole & neutral Category-A.
91Supplying and fixing Metal box of 180 mm X 100 mm x 60 mm deep (nominal size) on surface/recess with suitable size phenolic laminated sheet cover in the front including providing and fixing 6 pin 15/16 amps, piano type switch, connections, painting etc. as required. complete in all respect.
92Providing and fixing LED light 20 watt of reputed make with holder and all necessary fitting including all leads and lifts complete in all respect as per directions by Engineer-in-Charge.
93Supplying and fixing ceilling fan of reputed make and all necessary fitting including all leads and lifts complete in all respect as per directions by Engineer-in-Charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56500832
AUTHORITY Government Departments
TENDER VALUE 19.14 Lakhs
LAST DATE 24-07-2026
Authority
Authority Name Irrigation And Public Health Department
Work Description Tender for Restoration Of Rain Damages To Lwss Kawara Kanoura In G.P.Pujarli Tehsil And Distt. Shimla. Hp.(Sh:- Construction of Reinforced Cement Concrete Nallah Intake, Connectivity Of Pipe Line, providing L/J Of Gi Pipes Of Various Dia Etc., Repair Of Pump House, Fencing And Electrical Wiring In Pump House Etc. ) Under Pdna.2023.
Basic Detail
Tender No Kasumpti/shimla/ LWSS Kawara / Rs. 19.14
Bidding Type Tender
Location
City Shimla
State Himachal Pradesh
Key Dates
Publish Date 16 Jul 2026
Submission Date 24 Jul 2026
Open Date 25 Jul 2026
Finance
Tender Value 19.14 Lakhs
Tender Fee 500
EMD 38300
Exemption Not Available
Document List
5729f0f7-4bbe-4190-af41-601967470552.html
BOQ_206176.xls
Form6.pdf
form8.pdf
Tendernotice_1.pdf
Terms.pdf

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Tender Timeline

Jul 16, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 24, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Jul 25, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

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html

5729f0f7-4bbe-4190-af41-601967470552.html

xls

BOQ_206176.xls

pdf

Form6.pdf

pdf

form8.pdf

pdf

Tendernotice_1.pdf

pdf

Terms.pdf

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