Public Administrative Department Local Bodies Closing in 0 days TDR #56654922

Tender For Construction of Path Over Nallah From Chandel Niwas To Below Lalta Niwas Rd 0/00 To 0/140. (Sh: Construction of Path Rd 0/00 To 0/070)

Issued by Local Bodies · Shimla, Himachal Pradesh
Tender Value
8.14 Lakhs
Estimated cost
Bid Submission
01 Aug 2026
0 days left
EMD
16300
Bank guarantee accepted
Document Fee
413
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 Construction of Path Over Nallah From Chandel Niwas To Below Lalta Niwas Rd 0/00 To 0/140. (Sh: Construction of Path Rd 0/00 To 0/070)

BOQ

Name of Work:- C/O Path over Nallah from Chandel Niwas to Below Lalta Niwas RD 0/00 to 0/140. (SH: C/O Path RD 0/00 to 0/070)
Sl. No. Item Description
1Cutting and disposal of earth work in by mechanical in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site., according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ). All the surplus excavated earth to be dumped at approved dumping site Bharyal. Any loss to the public and private propriety, human being, machinery during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
2Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. Hard Roack blasting prohibited and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site, according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at approved dumping site Bharyal. including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required).All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation the usefull stones as per the direction of the Engineer-in-Charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
4Random rubble masonary with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 garded stone aggreate 20 mm nominal size) upto plinth level with : Cement Motor 1:6 ( 1 cement : 6 coarse sand) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
5Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
7Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
8Providing and laying in position specified grade of cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
9Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
10Stone filling behind retaining walls & B/wall including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
11Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
12P/F M.S. Pipe 40mm nominal bore for railing & fixed in M.S. Angle/Channels etc. including Primary coat, carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
13Stone soling properly hand packed filling interstices with kharanja stone and consolidating with power road roller to the required gradient and comber including spreading, watering and rolling of binding materials moorum or earth etc. complete as per HPPWD specification. 100mm spread thickness (finished work including materials and labour)including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
14Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
15Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56654922
AUTHORITY Local Bodies
TENDER VALUE 8.14 Lakhs
LAST DATE 01-08-2026
Authority
Authority Name Municipal Corporation Shimla
Work Description Tender for Construction of Path Over Nallah From Chandel Niwas To Below Lalta Niwas Rd 0/00 To 0/140. (Sh: Construction of Path Rd 0/00 To 0/070)
Basic Detail
Tender No 2456 dated 20 07 2026
Bidding Type Tender
Location
City Shimla
State Himachal Pradesh
Key Dates
Publish Date 24 Jul 2026
Submission Date 01 Aug 2026
Open Date 03 Aug 2026
Finance
Tender Value 8.14 Lakhs
Tender Fee 413
EMD 16300
Exemption Not Available
Document List
BOQ_207371.xls
cd276132-9c50-4d54-bc19-2b4c69b96e34.html
Tendernotice_1.pdf
Tendernotice_2 (6).pdf
Tendernotice_3 (1).pdf

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Tender Timeline

Jul 24, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 01, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Today
Aug 03, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_207371.xls

html

cd276132-9c50-4d54-bc19-2b4c69b96e34.html

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2 (6).pdf

pdf

Tendernotice_3 (1).pdf

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