Power Government Departments Closing in 7 days TDR #56654633

Tender For Miscellaneous Civil Maintenance Work At Hwpk Housing Colony For One & Half Year During 2026-27 & 2027-28

Issued by Government Departments · Chittorgarh, Rajasthan
Tender Value
72.45 Lakhs
Estimated cost
Bid Submission
08 Aug 2026
7 days left
EMD
1.44 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Miscellaneous Civil Maintenance Work At Hwpk Housing Colony For One & Half Year During 2026-27 & 2027-28

BOQ

Name of Work:- Miscellaneous civil maintenance work at HWPK housing colony for one & half year during 2026-27 & 2027-28
Sl. No. Item Description
1Providing JCB service to carry out excavation, uprooting and other related works as and when required including the cost of operator, diesel and any other consumables, non consumables, tools and tackles etc. all complete and as directed by the Engineer-in-charge.
2Supplying & stacking of Moorum at site of approved quality including royalty and carriage etc. up to work site etc. complete as per the specifications and as directed by EIC.
3Earth work in Excavation in all type of soil/base caurse, Soft and ordinary rock etc. by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) bailing out of water if encountered over areas including refilling around foundation, plinth,in layers, watering, consolidating and disposing of all surplus excavated/broken materials upto a lead of 2KM and lift of 1.5 meter, disposed earth to be levelled and neatly dressed all as per drawing, specifications and as directed by the Engineer-In-Charge.
4Dismantling of stone masonry by mechanical/ manual means work in Cement mortar carefully with out damaging adjacent structure including stacking of useful materials and disposal of unserviceable materials within 500m lead and as directed by EIC.
5Demolishing cement concrete slab, road manually/ by mechanical means including disposal of material within 3 km metres lead as per direction of EIC.
6Dismantling of brick work in Cement mortar manually/ mechanically with out damaging adjacent structure including stacking of materials and disposal of unserviceable materials within 2km lead and as directed by EIC.
7Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 500 metres lead.
8Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.
9Dismantling kota/Red stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 500 metres lead complete as per the direction of Engineer-in-charge.
10Providing and laying Random Rubble Masonry in compound walls, pillars, drains etc. with hard stone in cement mortar 1:6 (1 cement: 6 coarse sand) including leveling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto maximum height of 3.5 meter, including preparation of existing surface to receive further course of masonry by hacking the existing surface, including all tools, tackles, materials, manpower, machinery, scaffolding , curing, pointing, and including making necessary approaches for work by removing bushes and rank vegetation where ever required etc. complete and as directed by the Engineer in charge.
11With new hard stones brought from out side
12Using available stone from demolition / dept supply.Note: Rubble stone will be supplied by dept at free of cost and contractor shall arrange transport for fetching the materials from the dump within the HWP(K) colony premises to the work spot.
13Flush pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) including removing of existing pointing, filling the interstices with spalls and minor repairs wherever required, to line, level etc. complete as per specifications and as directed by Engineer in charge.
14Providing Raised and cut Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) in pointing upto maximum height of 3.5 meter, including preparation of existing surface to receive the pointing properly including all tools, tackles, materials, manpower, machinery, scaffolding, curing and raking out the joints, and including making necessary approaches for work by removing bushes and rank vegetation along the compound wall where ever required etc. complete and as directed by the Engineer in charge.
15Providing and laying in position Cement concrete 1:3:6 (1 cement, 3 coarse sand, 6 graded stone aggregate of 20mm maximum size) including consolidation, finishing, curing etc. but excluding the cost of form work, shuttering, centering complete as per specifications and as directed by the Engineer.
16Earth work in All kinds of soil surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 500 m and lift upto 1.5 m, as directed by Engineer-in- Charge.
17Laying 40 mm thick cement concrete floor/base with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm maximum size) finished with a floating coat of neat cement, including cement slurry etc. complete all as per the specifications and as directed by EIC.
18Providing and laying in position Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm maximum size) including consolidation, finishing, curing etc. complete as per specifications but excluding the cost form work shuttering, centering complete as per the specification and as directed by the Engineer.
19Providing and laying in position Reinforced cement concrete 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) including manufactured sand : 3 graded stone aggregate 20 mm nominal size) including consolidation, finishing, curing etc. complete as per specifications excluding the cost Form work shuttering, centering, (but excluding cost of steel reinforcement) complete as per the specification and as directed by the Engineer.
20Providing & laying TMT Reinforcement Steel bar of grade of Fe 500D or more for reinforced cement concrete at all levels including supplying, preparation of barbending schedules, cutting, bending, transporting, fixing, tieing in position with G.I binding wire, all labourcharges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. Steel supplied by the contractor using TMT bars of specified grades of all sizes.
21Providing and fixing at or near ground level precast cement concrete in Slab 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources),kerb, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering completeas per the specifications and as directed by EIC.
22Half Brick work with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including all materials, manpower, scaffolding and including fixing door frame (door frame proveded by department)wherever required etc. complete as pr specifications and as directed by the Engineer In Charge.
23Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in Cement mortar 1:6 (1 Cement:6 Coarse Sand) in superstructure above plinth level up to floor V level in all shapes, sizes required slope, including providing necessary scaffolding, curing etc. complete as per the specifications and as directed by EIC.
24Plastering with 15 mm cement plaster in 1:4 mix (1 cement: 4 fine sand) at all heights including providing scaffolding, curing etc. complete as per specifications and as directed by Engineer in charge.
25Providing all tools, tackles, material, manpower, machinary for Centering and shuttering including strutting, propping etc. and removal of form for all shapes like circular column, ring beam, circular slabs etc. complete as per the specification, drawing and as directed by Engineer.
26Providing all tools, tackles, material, manpower, machinary etc. for rubbing/scrapping of existing concrete floor/Tarrazzo floor/skirting,kota stone floor/skirting including cleaning, leveling, repairs to patches if any /filling of holes etc. with neat cement paste and regrinding as necessary till required surface finish is obtained etc. all complete as per specifications and as directed by EIC.Note: Contractor shall arrange for cleaning of entire area after completion of scrapping including disposal of slurry at designated place as directed by EIC at contractor cost and nothing extra will be paid on this account.
27Providing and fixing colour coated corrugated galvalume profile sheets of TATA/JSW or equivalant make (Profile, Colour and shape as approved by the Engineer-incharge) of 0.50mm (TCT) total coated thickness (tolerance as per relevant IS code) with material yield strength 550 MPa, galvalume AZ-150 (zinc aluminium alloy coating nominal composition : 55% aluminium, 43.5% zinc & 1.5% silicon mass total of both sides) with regular modified polyester paint and coating of 20- 25 micron RMP on exposed surface including primer and 7-10 micron epoxy coating on unexposed surface including primer. The sheet should be supplied in single length as desired by Engineer-in-charge. The sheet shall be fixed using self drilling / self tapping screws with EPDM seal and washers of make- Coroshield/ durotuff / polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers( as per engineer in charge) including cutting to size and shape wherever required etc. complete as per the specifications and as directed by EIC.Note:1. All screw should be sealed with silicon sealant.2. Measurements will be given only for covered Roof area and over laps will not be measured or paid separately.
28Painting on steel/wood work/ plastered/ concrete surface with two or more coats of synthetic enamel paint using 1st quality synthetic enamel paint of Asian Paints or equivalent including applying additional coats wherever required to achieve even shade and colour over a coat of suitable primer, including preparing surfaces, providing & applying primer, scaffolding, filling with putty wherever required & cleaning etc. complete all as per specifications & as directed by the Engineer-in-Charge.
29Providing and stacking of Structural steel confirming to IS: 808, Embeded plates, foundation bolts confirming to IS: 5624, etc. with all necessary acessories i.e. nuts, bolts, anchor bolts etc as per the drawing, specifications & as directed by the Engineer-In-Charge. Note :- Weight of acessories i.e. Nut/bolts, anchor bolts etc will be weighted and paid in this item only.
30Labour charges including all tools, tackles, machinery, equipment, manpower for Structural steel work by riveted, bolted or welded connections for built up sections, trusses and framed work etc. by making all necessary arrangements of cutting, hoisting, aligning, fixing in position at all level with all necessary tools, tackles, consumables, manpower, machinery, arrangements including scaffoldings & acessories for welding, bolting, reveting, anchor bolts etc and applying a priming coat of approved steel primer all complete as per the drawing, specifications & as directed by the Engineer-In-Charge. Note:- Structural steel will be provided by the department, however contractor has to make all necessary arrangement to fetch the structural steel to the work site from departmental store or as per the direction of Engineer and noting extra will be paid on this account.
31Providing and laying 150 mm dia. non-pressure NP2 class (light duty) R.C.C. pipes with socket & spigot ends jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including making connection of drain or sewer line with newly constructed manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement, testing of joints etc. complete as per the specifications and as directed by EIC.
32Providing and applying two or more coats of premium acrylic smooth exterior paint with silicone additives of Apex Ultima of M/s. Asian Paints / weathercoat long life flexo of Berger over the plain plastered/ sand face / rough cast plaster/ RCC jalli / RCC fins/on old wall surfaces at all locations as required, applied minimum @ 1.43 ltr/10 sqm including applying additional coats wherever required to achieve even shade and colour, ensuring an interval of 4-6 hours for each successive coats and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)additional coats wherever required to achieve even shade and colour, including prepartion of surface, filling the unever surfaces with J K or eqivailant make wall putty, sand papering, making the surface smooth and even etc. complete as per manufacturer’s specification, cleaning of distemper splashings and droppings from floors, doors & windows etc. complete and as directed by the Engineer.
33Providing and laying Anti skid Ceramic floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment, Curing etc., complete all as per the specifications and as directed by EIC.
34Providing and fixing Ist quality ceramic rectified glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 15 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade, including cutting for openings, curing etc. complete as per the specifications and as directed by EIC.
35Constructing brick masonry manhole of Inside size 500*700 mm and 45 cm deep With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with providing & laying R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside complete & outside exposed area plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, including C.I. cover with frame (light duty) 455x600 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), including making connections for the lines, finishing etc. complete as per standard design, specifications and as directed by EIC.
36Extra for depth beyond 450mm for brick masonry manhole of size 500*700mm
37Kota stone slab flooring with 25 mm thick Kota stone over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) etc. complete all as per the specifications and as directed by EIC.
38Supply and stacking of Welded steel wire fabric(mesh) of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for separately). complete as per the standard specifications and as directed by EIC.
39Providing and fixing GI chain link fabric fencing of required width in mesh size 50X50 mm Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade including cutting, strengthening with 2mm dia wires or nuts & bolts etc with frame complete as per the direction of Engineer-in-charge.
40Recanning of existing Godrej chair with Polyethylene thread Confmg. to IS 5378-1994 including removing the old canning, wooden Back & Seat part from the chair, screwing them with nut bolt them in the frame complete as directed by EIC. Note:Old godrej chair with damaged canning will be provided by department.
41Supply of following consumable items for routine maintenance jobs & mainitaining inventory in civil colony office as per the direction of Engineer-In-charge
4212 mm thick 9 ply BWR grade AA Type plywood confirming to IS: 303:1989 (Reaffirmed 2018 and with latest amendment) Size: 8 x 4 feet
43Supply of 6 mm thick 5 ply BWR grade AA Type plywood confirming to IS: 303:1989 (Reaffirmed 2018 and with latest amendment) Size: 8 x 4 feet.
44Block board construction flush door with commercial ply on both faces 30 mm thick
4518 mm thick block board with commercial ply veneering on both side
46Red oxide Zinc chromate primer 500ml pack
47Turpentine oil (Thinner) 5 litre pack
48Supply of Screened Sand preferably of zone-III, passing through 2.36 mm sieve size and retained on 75 micron sieve, free from moisture, clay & other organic matters and of approved quality suitable for plastering and other civil construction purpose.
49Supply of Synthetic Resin Adhesive intended for binding wood, plywood, laminate, veneers, MDF and all types of boards and cork like Fevicol (SH) of pidilite make or equivalent make in 1/2 Kg box packaging not older than three months from the date of manufacturing.
50Supply of white cement of JK or birla white confirming to IS-8042 latest in 1 kg packaging having remaining shelf life of minimum two months at the date of supply.
51110 mm PVC 90 degree bend Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56654633
AUTHORITY Government Departments
TENDER VALUE 72.45 Lakhs
LAST DATE 08-08-2026
Authority
Authority Name Heavey Water Board
Work Description Tender for Miscellaneous Civil Maintenance Work At Hwpk Housing Colony For One & Half Year During 2026-27 & 2027-28
Basic Detail
Tender No HWPK/CIVIL/2026/107
Bidding Type Tender
Location
City Chittorgarh
State Rajasthan
Key Dates
Publish Date 25 Jul 2026
Submission Date 08 Aug 2026
Open Date 18 Aug 2026
Finance
Tender Value 72.45 Lakhs
Tender Fee Ref. Documents
EMD 1.44 Lakhs
Exemption Not Available
Document List
01b0a415-8544-4294-9a85-3a310f8daee4.html
AERBSafetyGuide.pdf
Appendix2026107.pdf
BOQ_964861.xls
GCCHWPK.pdf
Guidelinesforetenderingin_1.pdf
MIIFORM2026107.pdf
ScheduleF2026107.pdf
SOQ2026107.pdf
TenderdocumentCIVIL2026107.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 25, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 08, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 7 days
Aug 18, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 17 days

Tender Documents

Download All (ZIP) ↓
html

01b0a415-8544-4294-9a85-3a310f8daee4.html

pdf

AERBSafetyGuide.pdf

pdf

Appendix2026107.pdf

xls

BOQ_964861.xls

pdf

GCCHWPK.pdf

pdf

Guidelinesforetenderingin_1.pdf

pdf

MIIFORM2026107.pdf

pdf

ScheduleF2026107.pdf

pdf

SOQ2026107.pdf

pdf

TenderdocumentCIVIL2026107.pdf

pdf

Tendernotice_1.pdf

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