Tender ID

Himachal

Cancelled

Works

Civil Works

AR and MO to LWSS Dev Bhangroh in Tehsil Chachiot Distt. Mandi ( HP).

HP Irrigation and Public Health

Baggi | Mandi, Himachal Pradesh

Amount: ₹7.4 LCloses: 28 Apr 2026Closed

Timeline

Published18 Apr 2026
Closed28 Apr 2026
Cancelled11 Jul 2026

Corrigenda

Corrigendum

1 updatesLatest on 27 Apr 2026

Cancellation Details

Cancellation of Tender

Tender cancelledOFFICE ORDERReason: Minimum Bids Not ReceivedDocument: cancelled_1.pdf

Published 11 Jul 2026

Tender Value

₹7.4 L

EMD Value

₹14,800

Closing Date

28 Apr 2026, 10:00 amClosed

Tender Inviting Organisation

Name

Address

Executive Engineer JS Division Baggi Distt. Mandi H.P.

Work Description

as per BOQ

Tender Information

Tender ID

2026_HPIPH_134513_1

Reference Number

EE-JSD-BGI/2026- 1281-1331 dt. 16/04/2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

Baggi

Source Website

Subscribe to view

Eligibility / Pre-Qualification

as per NIT

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredALL PAYMENT REGARDING PURCHASE OF BID DOCUMENT AND EMD AS REQUIRED NIT CONDITIO NO. 22(I)(I) (.pdf)

RequiredREGISTRATION WITH JSV IN APPROPRIATE CLASS AND LATEST RENEWAL. (.pdf)

RequiredPAN NO. , GST REGISTRATION AND LATEST ITR (.pdf)

RequiredSCANNED COPY OF UNDERTAKING AS REQUIRED NIT CONDITION NO. 22 (I) (IV) (.pdf)

RequiredAUTHORIZATION LETTER REGARDING DSC OF THE PERSON AUTHORIZED BY THE REGISTERED TENDERER. (.pdf)

RequiredTHE CHARACTERISTICS CHURVES OF PUMPING MACHINER AS REQUIRED NIT CONDITION NO. 22 (I) (VI) (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹14,800

Important Dates

Last Activity

11 Jul 2026

Published

18 Apr 2026

Bid Opening

28 Apr 2026

Download Starts

18 Apr 2026

Download Ends

28 Apr 2026

Submission Starts

18 Apr 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (27 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundation, trenches (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including blasting soft/hard rock or chiseling soft/hard rock where blasting is prohibited in all lifts including trimming & dressing of sides, levelling of beds to correct grade i/c shoring, strutting, planking, timbering wherever required, stacking the useable or unuseable material/ soil separately & after excavated soil clear from the edge of excavation returning the excavated soil after laying, jointing, testing of pipes in trenches in 15 Cm layers including consolidating of each deposited layer by ramming, watering & then disposing of all surplus excavated soil/unusable material as directed with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of diversion for traffic,night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge.
2Providing & laying cement concrete 1:3:6 (1 cement :3 sand: 6 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in: foundation and plinth including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
3Providing and laying cement concrete work 1:1.5:3 (1 cement: 1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:
3.01	Foundation and Plinth including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.	-	Cum	-	-
4Providing form work with steel plates 3.15 mm thick welded with angles iron in frame 30 x 30 x 5 mm, so as to give a fair finish including centring shuttering strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ- reinforced concrete and plain concrete in:-
4.01	Vertical surfaces such as walls (any thickness), partitions and the like including attached pillasters, buttress, plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in-Charge.	-	Sqm	-	-
5Providing Mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
6Steel 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 In gratings framed guard bars, ladders, railling, brackets and similar works complete in all respect with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge.
7Providing and fixing of Manually Operated Chain Pully of capacity 3 tonne including gantary girders as per latest specifications complete in all respect with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge.
8Laying, fixing, jointing and testing in trenches GMS pipe of following dia meters confirming to confirming to BIS 1239 (Part-1), of following grade and having wall thickness as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube, providing and welding of MS flanges detailed as below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in two layers (two inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe will include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & directin of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately).

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.20 MB

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.48 MB

Work Item Documents

TC.pdf

Tender Documents • 0.27 MB

FORM6_4.pdf

Tender Documents • 0.46 MB

BOQ_199041.xls

BOQ • 4.83 MB

Corrigendum Documents

CORRIGENDUM_28_4.pdf

PDF • 0.56 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundation, trenches (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including blasting soft/hard rock or chiseling soft/hard rock where blasting is prohibited in all lifts including trimming & dressing of sides, levelling of beds to correct grade i/c shoring, strutting, planking, timbering wherever required, stacking the useable or unuseable material/ soil separately & after excavated soil clear from the edge of excavation returning the excavated soil after laying, jointing, testing of pipes in trenches in 15 Cm layers including consolidating of each deposited layer by ramming, watering & then disposing of all surplus excavated soil/unusable material as directed with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of diversion for traffic,night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge.
2Providing & laying cement concrete 1:3:6 (1 cement :3 sand: 6 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in: foundation and plinth including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
3Providing and laying cement concrete work 1:1.5:3 (1 cement: 1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:
3.01	Foundation and Plinth including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.	-	Cum	-	-
4Providing form work with steel plates 3.15 mm thick welded with angles iron in frame 30 x 30 x 5 mm, so as to give a fair finish including centring shuttering strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ- reinforced concrete and plain concrete in:-
4.01	Vertical surfaces such as walls (any thickness), partitions and the like including attached pillasters, buttress, plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in-Charge.	-	Sqm	-	-
5Providing Mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
6Steel 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 In gratings framed guard bars, ladders, railling, brackets and similar works complete in all respect with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge.
7Providing and fixing of Manually Operated Chain Pully of capacity 3 tonne including gantary girders as per latest specifications complete in all respect with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge.
8Laying, fixing, jointing and testing in trenches GMS pipe of following dia meters confirming to confirming to BIS 1239 (Part-1), of following grade and having wall thickness as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube, providing and welding of MS flanges detailed as below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in two layers (two inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe will include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & directin of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately).

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in foundation, trenches (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including blasting soft/hard rock or chiseling soft/hard rock where blasting is prohibited in all lifts including trimming & dressing of sides, levelling of beds to correct grade i/c shoring, strutting, planking, timbering wherever required, stacking the useable or unuseable material/ soil separately & after excavated soil clear from the edge of excavation returning the excavated soil after laying, jointing, testing of pipes in trenches in 15 Cm layers including consolidating of each deposited layer by ramming, watering & then disposing of all surplus excavated soil/unusable material as directed with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of diversion for traffic,night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge.

2Providing & laying cement concrete 1:3:6 (1 cement :3 sand: 6 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in: foundation and plinth including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

3Providing and laying cement concrete work 1:1.5:3 (1 cement: 1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:

3.01

Foundation and Plinth including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Cum

4Providing form work with steel plates 3.15 mm thick welded with angles iron in frame 30 x 30 x 5 mm, so as to give a fair finish including centring shuttering strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ- reinforced concrete and plain concrete in:-

4.01

Vertical surfaces such as walls (any thickness), partitions and the like including attached pillasters, buttress, plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in-Charge.

Sqm

5Providing Mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

6Steel 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 In gratings framed guard bars, ladders, railling, brackets and similar works complete in all respect with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge.

7Providing and fixing of Manually Operated Chain Pully of capacity 3 tonne including gantary girders as per latest specifications complete in all respect with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge.

8Laying, fixing, jointing and testing in trenches GMS pipe of following dia meters confirming to confirming to BIS 1239 (Part-1), of following grade and having wall thickness as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube, providing and welding of MS flanges detailed as below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in two layers (two inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe will include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & directin of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately).