Rajasthan

Active

Works

Civil Works - Buildings

Construction of Tehsil Building at Ramgarh

PWD - CE AND AS

Jaisalmer, Rajasthan

Amount: ₹2.4 CrCloses: 29 Sept 202614 Sept 20267d left

Timeline

Published7 Sept 2026
Closes29 Sept 202614 Sept 2026
Bid Opening30 Sept 202615 Sept 2026

Corrigenda

Corrigendum

2 updatesLatest on 18 Sept 2026Submission Ends:14 Sept 202629 Sept 2026

Date changes

Download Ends14 Sept 202629 Sept 2026Submission Ends14 Sept 202629 Sept 2026Bid Opening15 Sept 202630 Sept 2026

Tender Value

₹2.4 Cr

EMD Value

₹4.8 L

Closing Date

29 Sept 2026, 6:00 pm7d left

Tender Inviting Organisation

Name

Superintending Engineer PWD Circle Jaisalmer

Address

Superintending Engineer PWD Circle Jaisalmer

Work Description

Construction of Tehsil Building at Ramgarh

Tender Information

Tender ID

2026_CEPWD_595350_1

Reference Number

NIT No 02 Year 2026-27 Circle Jaisalmer

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

320 days

Location

jaisalmer

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredTender fee, processing fee and earnest money as detail mentioned in NIT (.pdf)

RequiredRegistration in appropriate class with GST registration including ESI/EPF, review registration (.pdf)

RequiredRequired all document as per Potential Assessment Bid, Affidavit and undertaking regarding tender (.pdf)

RequiredRTPP Transparency annexure and circular (Annexure A to D, to be uploaded duly signed) (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

Tender Fee Payable To

Ex. En. PWD Dn. II Jaisalmer Office ID 12100

EMD Fee Amount

₹4.8 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

29 Sept 2026

Published

7 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

7 Sept 2026

Download Ends

29 Sept 2026

Submission Starts

7 Sept 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (126 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil	766	Sqm	9	₹6,894
2	Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed : All kinds of soil	798	Cum	175	₹1,39,650
3	Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand.	297.38	Cum	450	₹1,33,821
4	Construction of sub-base using lime-flyash admixture with granular soil, free from organic matter/deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50 per cent, flyash to conform to gradation as per Clause 4.3 of IRC:SP:20, lime+flyash content ranging between 10 to 30 per cent, the minimum un-confined compressive strength and CBR value after 28-days curing and 4-days soaking to be 0.75 MPa and 25 per cent respectively, all as specified in IRC:88 including a lead upto 1000 m as per MoRTH Specification Cluase 402.	435.07	Cum	339	₹1,47,488.73
5	By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 with 20 Km lead ) : for grading- I Material	79.4	Cum	461	₹36,603.4
6	Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)	396.5	Cum	44	₹17,446
7	(By in mix place method) Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. for grading III	142	Cum	407	₹57,794
8	Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.	441	Cum	64	₹28,224
9	Carriage of Earth, Sand, Lime, Morrum manure or sludge For 1 KM (1.0 Km.)	441	Cum	86	₹37,926
10	Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20%	93	Liter	243	₹22,599

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 7.33 MB

Tendernotice_2.pdf

PDF • 0.37 MB

Tendernotice_3.pdf

PDF • 0.37 MB

Tendernotice_4.pdf

PDF • 6.49 MB

Work Item Documents

PQ_ramgarh.pdf

Tender Documents • 0.59 MB

BOQ_1056192.xls

BOQ • 0.36 MB

Corrigendum Documents

CORR.pdf

PDF • 0.21 MB

corrigendum.pdf

PDF • 1.21 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil

766

Sqm

₹6,894

Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed : All kinds of soil

798

Cum

175

₹1,39,650

Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand.

297.38

Cum

450

₹1,33,821

Construction of sub-base using lime-flyash admixture with granular soil, free from organic matter/deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50 per cent, flyash to conform to gradation as per Clause 4.3 of IRC:SP:20, lime+flyash content ranging between 10 to 30 per cent, the minimum un-confined compressive strength and CBR value after 28-days curing and 4-days soaking to be 0.75 MPa and 25 per cent respectively, all as specified in IRC:88 including a lead upto 1000 m as per MoRTH Specification Cluase 402.

435.07

Cum

339

₹1,47,488.73

By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 with 20 Km lead ) : for grading- I Material

79.4

Cum

461

₹36,603.4

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

396.5

Cum

₹17,446

(By in mix place method) Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. for grading III

142

Cum

407

₹57,794

Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.

441

Cum

₹28,224

Carriage of Earth, Sand, Lime, Morrum manure or sludge For 1 KM (1.0 Km.)

441

Cum

₹37,926

Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20%

Liter

243

₹22,599