Water Resources and Irrigation Government Departments Closing in 0 days TDR #50262873

Tender For 17_Construction Of Roof Top Rain Water Harvesting Structure (5) Gp Satkhanda, Mangrol, Bhawaliya, Karunda Block Nimbahera Under Mjsa 2.2

Issued by Government Departments · nimbahera, Rajasthan
Tender Value
15.69 Lakhs
Estimated cost
Bid Submission
28 Jul 2025
0 days left
EMD
31380
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
nimbahera → Rajasthan
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender For 17_Construction Of Roof Top Rain Water Harvesting Structure (5) Gp Satkhanda, Mangrol, Bhawaliya, Karunda Block Nimbahera Under Mjsa 2.2

BOQ

Name of Work: 17_Construction of Roof Top Rain Water Harvesting Structure(5) GP Satkhanda, Mangrol, Bhawaliya, Karunda Block Nimbahera under MJSA 2.2
Sl. No. Item Description
1Construction of Tube Well up to 100 mtr. depthin all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe. (PHED BSR,Iteam No.2.4.2)Nominal bore 200 mm dia.
2Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) up to date of following sizes (PHED BSR,Iteam No.2.11.2)
3Labour charges for making slots on blank pipes made of ERW MS black pipe ISImarked of following sizes, the slotting should be as per IS:8110-1985.(PHED BSR,Iteam No2.12.3) 200 mm dia nominal bore of 5.4mm thickness
4Supply of bore well cover to accommodate 200 mm MS pipe made of MS flat & MS sheet as per drawings (PWD BSR,Chp S-4-4.8.4)
5Earthwork in excavation in foundation,trenches etc.including dressing of sides and ramming of bottoms,including getting out the excavated material,refilling after laying pipe/foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.Inallty pessoils/saturated soil such as Hard soil with kankar,bolder.murram.WRD Chittorgarh BSRChap-V Part-A Item No. 1c105*0.60*0.60 mtr
6P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 160mm dia (PWD BSR Chp S-3-3.16.4)
7Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.Hard soil with kankar,bolder.murram.WRD Chittorgarh BSRChap-V Part-A Item No. 1c(22.0/7)x (1.5+0.23+0.075+0.075)^2)mtr x 1.5 mtr
8Above 1.5 mtr and up to 3.0 mtr.Chap V Part-A Item no 11 (22.0/7)x (1.5+0.23+0.075+0.075)^2)mtr x 0.5 mtr
9Cement concrete well mixed in cement mortar( 1:4:8 ) laid in position complete including curing. Aggregate size up to 20 mm.{BSR -2025 P.S. Nimbahera, Item No.170 (a)}(22/7)x ((1.5+0.23+0.075+0.075)^2-(1.5-0.075-0.075)^2)mtr x 0.15 mtr
10Cement concrete well mixed in cement mortar( 1:3:6 ) laid in position complete including curing. Aggregate size up to 20 mm.{BSR -2025 P.S.Nimbahera, Item No.170 (b)}(22/7)x ((1.5+0.23+0.075)^2-(1.5-0.075)^2)mtr x 0.15 mtr
11नींव तथा कुर्सी प्रथम श्रेणी ईंट की चिनाई सीमेन्‍ट -बजरी 1:6 या 1:8 मसाले में, मय बगल की झिरी बन्‍द करने तथा तराई सहित। सीमेन्‍ट मसाला 1:6 {BSR -2025 P.S. Nimbahera, Item No.20 (a)} (22/7)x ((1.5+0.23)^2-(1.5)^2)mtr x (2.45-0.15-0.15) mtr
12Cement plaster including smooth finishing in cement mortar ( 1:4 ) 20 mm thick{BSR -2025 P.S. Nimbahera, Item No.76 (b)} (2*(22/7)*1.5)mtr x (2.45-0.15-0.15) mtr
13Centering & Shuttering with plywood or steel sheets including strutting, propping , bracing both ways and removal of form work for foundation in basements rafts, footings, strap beams, bases of columns , etc. upto plinth level. ( PS BSR2025 Item No. 93b) (22/7)*1.5*1.5mtr
14Reinforced Cement Concrete work in beams, Suspended floors, Girders having slopes up to 150 ,Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain window sills, Staircases and Spiral Staircases up to floor three level includind curing, compaction, Finishing with rendering in cement sand mortar 1:3(1 Cement : 3 Coarse Sand) and making good and joints excluding the cost of centering, Shuttering and reinforcement:( PS BSR2025 Item No. 13b)With 1:1.5:3 (1 cement : 1.5 : coarse sand : 3 graded stone aggregate 20mm nominal size) (22/7)*1.73*1.73* 0.15 mtr
15Providing & fabricating steel reinforcement for R.C.C. work including cutting , bending, placing in position and binding complete including cost of binding wire in foundations, Raft footing step Beams base of columns etc. all complete up o floor three level.( PS BSR2025 Item No. 61)C33cumx75kg/cum
16Supply & lying River-gravels of following sizes in recharge shaft filter pit after screening & washing from kachha shift without deduction of voids. (PWD BSR-4.28.1,.2)Size 9 to 12 mm,(22/7)*1.5*1.5* 0.70 mtr
17Size 3 to 5 mm,(22/7)*1.5*1.5* 0.70 mtr
18P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110mm dia (PWD BSR Chp S-3-3.16.3)
19P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: (PWD BSR Chp S-3-3.17)Bend 87.5, 110 mm dia
20Pipe clip 110 mm
21Door Tee 110 mm
22Plain Tee 110 mm
23Socket 110 mm
24Door Bend 110 mm
25Reducer Tee 110 mm
26Reducer110 mm
27Bend 87.5 Bend 160 mm dia
28Pipe clip 160 mm
29Plain Tee 160 mm
30Reducer Tee 160 mm
31Reducer160 mm
32Door Tee 160 mm
33Door Bend 160 mm
34Socket 160 mm
35Painting with ready mix paint of approved brand and manufacture in all shades to give an even shade : ( PS BSR2025 Item No. 82a)
36Roof Repairing 50 मिमी मोटाई में सीमेंट कंक्रीट 1:2:4 मिश्रण जिसमें 1 सीमेंट 2 बजरी 4 पत्‍थर की या ईंट की 12 मी. नामीय गिट्टी के साथ मिलाकर डालना, कूटना, दबाना तथा तराई आदि सहित। पत्‍थर की गिट्टी 14 A PS BSR 2025
37Iron Cover ग्रिल/गेट आदि में लौहे का कार्य जिसमें सपाट कोनिया, टी तथा नाळीदार (चेनल), को काटना, चढ़ाना तथा लगाना आदि। RD PR BSR 2025 Item no 63 2.5 ft*2.5 ft square shape with complete angles
38Board (IronPlate 3*4 Feet with Post,Fixing in CC)

AI Tender Summary

OUR REF NO 50262873
AUTHORITY Government Departments
TENDER VALUE 15.69 Lakhs
LAST DATE 28-07-2025
Authority
Authority Name watershed development and soil conservation department
Work Description Tender For 17_Construction Of Roof Top Rain Water Harvesting Structure (5) Gp Satkhanda, Mangrol, Bhawaliya, Karunda Block Nimbahera Under Mjsa 2.2
Basic Detail
Tender No ENIT 03/2025-26 PMKSY 2.0 / MJSA 2.0 SE WCDC Chittorgarh
Bidding Type Tender
Location
City nimbahera
State Rajasthan
Key Dates
Publish Date 20 Jul 2025
Submission Date 28 Jul 2025
Open Date 29 Jul 2025
Finance
Tender Value 15.69 Lakhs
Tender Fee 1000
EMD 31380
Exemption Available
Document List
17Work1569.pdf
BOQ_872350.xls
Tendernotice_1.pdf
0ad5fe7b-3f63-4d0e-850e-f29481c6d024.html

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Tender Timeline

Jul 20, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 28, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jul 29, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

17Work1569.pdf

xls

BOQ_872350.xls

pdf

Tendernotice_1.pdf

html

0ad5fe7b-3f63-4d0e-850e-f29481c6d024.html

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