Defence Statutory Bodies & Commissions/Committees Closing in 3 days TDR #57762368

Tender For Provision Of Chain Link Fencing And Allied Works At Pump House No. 2 And Street Lights At Kalp Marg At installation Valsura, Jamnagar

Issued by Statutory Bodies & Commissions/Committees · Jamnagar, Gujarat
Tender Value
34.40 Lakhs
Estimated cost
Bid Submission
21 Oct 2026
3 days left
EMD
68800
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Jamnagar → Gujarat
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Provision Of Chain Link Fencing And Allied Works At Pump House No. 2 And Street Lights At Kalp Marg At installation Valsura, Jamnagar

BOQ

Name of Work:- PROVISION OF CHAIN LINK FENCING AND ALLIED WORKS AT PUMP HOUSE NO. 2 AND STREET LIGHTS AT KALP MARG AT INS VALSURA, JAMNAGAR
Sl. No. Item Description
1Grubbing up brush & plant of any height & girth and debris of any nature, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing unserviceable material to a distance not exceeding 50m and cleaning site complete all as specified and as directed.
2Surface excavation not exc 30 cm deep and averaging 15 cm deep & getting out in soft/ disintegrated rock complete all as specified and as directed.
3Excavating in trenches, not exc 1.5 metre wide and not exc 1.5 metre in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. laying cables, pipes, etc. not exc 10 Sqm on plan & not exc 1.5m in depth and getting out in soft/ loose soil complete all as specified and as directed.
4Earth work in excavation in ordinary rock by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out ordinary rock and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge
5Returning, filling in trenches, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in soil complete all as specified and as directed.
6Excavating in post holes (or similar holes) each not exc 0.50 cum, getting out in soft/ disintegrated rock, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exc 25cm, watering, and removing surplus soil to a distance not exc 50 m and making good surface complete all as specified & as directed.
7Supply only Moorum/ red bajri from approved source.
8Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., not exceeding 1.5m high from base complete all as specified and as directed.
9Removing excavated surplus soil to a distance not exceeding 50 mts and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as directed.
10Removing excavated soft/ disintegrated rock to a distance not exceeding 50 mts and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as directed.
11M&L for PCC 1:3:6, type C2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified.
12M&L for PCC 1:4:8 type D2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed.
13M&L for cement concrete 1:2:4 type B1, using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, roof kerbs, mud stops and the like including weathering, slightly rounded, chamfered angle and throating as directed including use and waste of form work (straight or curved) all exposed surface of concrete finished fair complete all as specified & as directed.
14M&L for reinforced cement concrete 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) as in foundation including rafts, footings, foundation beams, plinth beams, base of columns etc., basement slabs, under-reamed piles and mass concrete including necessary formwork complete all as specified and as directed.Note: Reinforcement shall be measured and paid for separately.
15S&F mild steel work as in hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc., flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Grade E-165 (Fe 290), complete, all as specified & as directed.
16S&F mild steel screw bolts of 5-10 mm diameter of neck (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exceeding 5 cm long but not exceeding 10cm long, complete all as specified & as directed.
17S&F mild steel round bars 10mm dia and over as in tie bars fixed to fencing posts and other similar works, cut to length, bent to shape required, including cranking, bending, binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips or welding of bar at spots as directed, conforming to Grade E-165 (Fe 290), with & including painting with two coats of aluminium paint over a coat of aluminium red oxide primer after preparation of surfaces, complete all as specified & as directed.
18M&L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified & as directed.
19M&L for mild steel TMT bars 6 to 8 mm dia, cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified & as directed.
20Fixing only mild steel galvanized chain link fencing, any mesh, size and type to any type of standards, rails, straining bolts etc. including provision of binding wire, complete all as specified & as directed.Note :- Supply only chain link fencing shall be measured and paid for separately.
21Supply only mild steel galvanized chain link fencing (Coating 120 to 140 GSM) not more than 4mm dia of mesh wire, 75mm x 75mm mesh size (or as directed by Engineer-in-Charge) including line wire complete all as specified and as directed.
22M&L for two coats of Plastic Emulsin Paint paint of approved tint over a coat of wall primer over any description of new brick, stone, concrete, asbestos cement or plaster surface over 10 cm in width or girth including necessary preparation of new surfaces complete all as specified & as directed.
23M&L for preparation of new steel and iron surfaces of any description over 10 cm in width or girth and applying two coats of 1st quality synthetic enamel paint of approved tint over a coat of red oxide primer complete all as specified & as directed.
24M&L for two coats of 1st quality synthetic enamel paint over a coat of zinc chromate primer over any description of new steel & iron surfaces, not exceeding 10 cm in width or girth when unconnected with other painting or when painted in a different tint including necessary preparation of surfaces complete all as specified & as directed.
25Rolling and consolidating formation of surface in cutting with with power roller exceding 8 tonne but not exceeding 12 tonne capacity including watering complete all as directed.
26M&L for Soling (or sub base) 200mm thick (spread thickness) in one layer with broken boulders or quarried stone (Granite, Trap, Basalt), interstices filled of grading 1 (90 to 45 mm size), surface formed, rolled and consolidated with Hand roller complete all as specified and as directed.
27M&L for cement concrete (Quality Concrete) work in pavement/hard-standing of flexural strength 40 Kg per square centimeter in field using 400 Kg of cement per cubic metre, thickness of concrete 25 cm or less, including necessary form work for laying in bays between joints & contraction, expansion joints/or between the two contraction joints, finishing surface of concrete roads, pavements, pavings etc by brooming whilst the concrete is green, complete all as specified & as directed.Notes :-(i) The construction, dummy (contraction) & expansion joints shall be measured separately under respective items.(ii) Design mix shall be approved by GE before execution of the work. In case, quantity of cement as per actual design mix works out less than 400 Kg per cum of concrete, then minimum cement as 400 Kg/Cum of concrete shall be used without any extra cost to Govt. In case cement as per actual design mix is more than the 400 Kg/cum of concrete, the actual quantity as per design mix shall be used in the work without any extra cost to Govt.
28M&L for forming 20 mm thick expansion joints for 150mm concrete slab, filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’ complete all as specified.
29M&L for forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade 'B' complete all as specified.
30M&L for forming Construction joints 30mm deep x 10mm wide, filled with sealing compound Grade 'B' complete all as specified.
31Finishing surface of concrete roads, pavements, by brooming with brush complete all as specified & as directed.
32M&L for 2mm thick road marking like centre line, dashes, arrow, Number, speed breakers and similar work on new or previously treated road surfaces White/ Yellow colour as per IRC pattern with thermo plastic road marking paint of approved quality and mixed with 8% glass beads laid at 160 degree celceus with special application machine complete all as specified as per manufacturer's instructions and traffic diversion aggreement and all as directed. Note : Paint material shall be of make Shivalik, Ashian, Jayanti Construction Chemicals, Automark, etc as per IS:164 Grade-I as approved by GE.
33Supply and fixing Cat Eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. 'DA 972' of make ‘DARK EYE’ (or equivalent of make GREENLITE / 3M / TATA BP / Avery Dennison / Alexis / Oscar / DEV / Surya / Sharp Eyez/ Sinor Infrastructure) fixed with and including MS stud of suitable size as per manufacturer’s instructions complete all as specified and as directed including dismantling and taking out old unserviceable / broken road stud / cat eye of any type.
34Providing and Laying Dry lean Concrete (DLC) 150 mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 MPa Minimum cement content not less than 140 Kg/ Cum DLC mixed in Batching Plant, transported to site and laid by electronic sensor paver including spreading and compacting using high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge work 2013.
35Supplying and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coat/ sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm complete.
36M&L for 10 mm thick sand cushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC/ PCC layer as specified and directed. Note:- No additionaI amount to be paid for overlap. Please Enable Macros to View BoQ information
37M&L for 10 mm thick sand cushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC/ PCC layer as specified and directed. Note:- No additionaI amount to be paid for overlap. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57762368
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 34.40 Lakhs
LAST DATE 21-10-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Provision Of Chain Link Fencing And Allied Works At Pump House No. 2 And Street Lights At Kalp Marg At installation Valsura, Jamnagar
Basic Detail
Tender No 8104/VAL/E8
Bidding Type Tender
Location
City Jamnagar
State Gujarat
Key Dates
Publish Date 28 Sep 2026
Submission Date 21 Oct 2026
Open Date 23 Oct 2026
Finance
Tender Value 34.40 Lakhs
Tender Fee 500
EMD 68800
Exemption Available
Document List
3a0d1255-d32b-489c-9dc1-b03292812a46.html
8104TENDER.pdf
BOQ_887439.xls
Tendernotice_1.pdf

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Tender Timeline

Sep 28, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 21, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Oct 23, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 5 days

Tender Documents

Download All (ZIP) ↓
html

3a0d1255-d32b-489c-9dc1-b03292812a46.html

pdf

8104TENDER.pdf

xls

BOQ_887439.xls

pdf

Tendernotice_1.pdf

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