Tender For Provn Of Covered Shed And Widening Of Path From Sc Wing To Cc-155 (Combat Lib) At anganwadi center And Provn Of Water Supply Pipeline Between Jc Wg Main Block , ‘C Div And ‘E Div Complex Under Ge (Awc) Mhow
Tender Value
17.97 Lakhs
Estimated cost
Bid Submission
21 Oct 2026
18 days left
EMD
36000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Indore → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Covered Shed And Widening Of Path From Sc Wing To Cc-155 (Combat Lib) At anganwadi center And Provn Of Water Supply Pipeline Between Jc Wg Main Block , ‘C Div And ‘E Div Complex Under Ge (Awc) Mhow
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in post holes (or similar holes) each not exceeding 0.50 cum, in soft/loose soil, getting out, returning filling in & ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering or removing surplus soil to a distance not exceeding 50 m & making good surface complete all as specified & directed. |
| 2 | M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in foundations, filling & mass concrete complete all as specified & directed. |
| 3 | S&F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS:1161-1998 grade St-240 complete all as specified & directed. |
| 4 | M&L for Fe 410-W (Gde E-250 quality A) Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc complete all as specified and directed. |
| 5 | S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified & directed. |
| 6 | M&L for preparation of new or previously untreated surfaces of any description, over 10 cm in width or girth, not otherwise described & apply two coat of synthetic enamel (ordinary tint) over & including one coat of red oxide, zinc chrome primer complete all as specified & as directed. |
| 7 | M&L for Excavating over areas, n exc 1.5 m deep and getting out in soft /loose soil etc complete all as specified and directed. |
| 8 | M&L for Removing excavated material (Soil) exc. 250 m but n exc. 500 m and depositing where directed complete all as specified and directed. |
| 9 | M&L for Providing and laying 80 mm thick factory made chamfered edge cement concrete paver block of M-30 grade conforming to IS 15658:2006 with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50 mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed. |
| 10 | M&L for 100 mm thick cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as sub base of floor complete all as specified and directed. |
| 11 | M&L for hard core of gauge n exc 63 mm, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface all as specified and directed. |
| 12 | Demolition of Cement Concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified & directed. |
| 13 | M&L for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed. (Note :-Rates include for all cutting and waste and work in all positions as well as in narrow widths.) |
| 14 | M&L for preparation of new or previously untreated concrete surfaces of any description over 10 cm girth or width not otherwise described and applying two coats of Plastic emulsion paint over priming paints plaster coat complete all as specified and directed. |
| 15 | S&F PVC (SWR) pipes 110mm bore single socketed in any length with rubber ring joints laid in floors, trenches complete all as specified and directed. |
| 16 | Excavation in trenches, not exc 1.5 m wide and n. exc 1.5 m depth, or n exc 10 Sqm on plan and n exc 1.5 m in depth for foundations, shafts, wells, cesspits, manholes, pier holes, for foundations of poles, struts, stays etc. or laying underground cable and water supply pipe lines etc. in hard/dense soil/rocks, & getting out including taking out old brick or precast cable cover complete all as specified and directed by Engineer-in-Charge. |
| 17 | Returning, filling in, including spreading, leveling watering and well ramming in layers n.exc 25 cm in soft/loose soil/\ complete all as specified and directed by Engineer-in-charge. |
| 18 | Removal of excavated soil material to a distance not exc 50 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and directed by Engineer-in-charge. |
| 19 | Supply and fixing lay pipe galvanized, “Medium grade”, including all fittings complete all as specifed and directed including laying, excavation jointing etc. |
| 20 | (a) 80 mm (3”) dia |
| 21 | (b) 50 mm (2.0”) dia |
| 22 | (c) 25 mm (1.0”) dia |
| 23 | Supply, installation, testing, and commissioning & fixing of submersible (open well) Pump set, 5 HP, three-phase, 50 Hz, AC supply, operating at a synchronous speed of 2900 RPM, Discharge - 7.2 LPS, Head - 36 Mtr. . Motor must feature premium Class 'B'' insulation with an IP-68 protection rating and a dynamic balanced bronze/cast iron impeller. Water filled motor Cooling, Low vibration (Dynamically Balanced rotor), CED coated for corrosion resistance, Complete with standard robust cast iron casing complete all as specified and as directed. |
| 24 | Supply and Fix Submersible Pump in soft starter, suitable for 5 HP pumpset ,3 phase 415 volt, 50 Hz . As per sample complete all as specified and as directed. |
| 25 | Supply and fix Ball Float valve ( Brass Insert ) . As per sample complete all as specified and as directed. |
| 26 | Supply and fix Gate Valves (Brass Insert) of 25 mm bore.Note- The gate is lifted entirely out of the pipe, leaving a clear,unobstrucetd path for the fluid.This ensure the fluid flows in a staright line with almost no pressure loss. Typical pressure rating range from 150 PSI up to heavy duty industrial class 1500 or higher.As per sample complete all as specified and as directed. |
| 27 | Supplying & fixing and testing of 80mm bore cast iron sluice valve with flanged ends drilled ISI marked conforming Class PN 1.6 to IS 14846-2000 with stainless steel spindle with iron wheel, CI gate with brass nut, bolts, washers and rubber packing for connecting pieces etc . Complete all as specified and as directed. |
| 28 | S&F Cast iron non return valve / reflux valve with rubber seat flanged type with by pass arrangement suitable for 80mm bore pipe, ISI marked, conforming to IS- 5312/2004 with stainless steel spindle, CI gate with brass nuts, bolts, washers and jointing with necessary ruber gasket etc . Complete all as specified and directed . |
| 29 | Supply and fix Foot Valve conforming to IS 4038, 80 mm (4”) dia. Complete all as specified and directed. |
| 30 | S&F PVC Insulated unsheathed 6 sqmm 3 core & PVC round sheathed Multicore bright eletrolytic annealed copper conductor flexible industrial power cables for working voltage upto and including 1100 Volts. Complete all as specified and as directed. |
| 31 | S&F XLPE insulated ,armoured heavy duty electric cable with aluminium conductor , 1100 mm volts , grade cross sectional area 16 sqmm 4 coreNote :-Rate of under ground cable includes earth Work, sand cushioning, brick or PCC covering, light Grade GI tubing where necessary,testing etc . Complete all as specified and as directed |
| 32 | M&L for Construction of brick masonry valve pit, in repair, of internal size 60cm x 60cm x 60cm including necessary excavation and earth work in soft/loose soil, brick work, plastering, white wash, PCC coping, MS frame made out of angle iron of size 40mmx40mmx6 mm, MS sheet cover of 3 mm thick fixed to angle iron frame by means of hinges welded to frame and painting with 2 coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces and grouting the frame in PCC 1:2:4 type B-1 including handle and locking arrangement with one number 50 mm dia brass pad lock , complete all as specified and directed by Engineer - in - Charge Note :- (i) Brick wall shall be 23 cm thick built in cement mortar (1:4) (ii) Internal plaster shall be 15 mm thick in cement mortar (1:4) and external plaster upto 450mm from top shall be 20mm thick in CM (1:6) and remaining external surface shall be flush pointing in CM (1:6) as the work proceeds.(iii) PCC in foundation shall be 15 cm thick in cement concrete (1:4:8) type D2 using 40 mm graded stone aggregate extended 15 cm all around from the external face of the walls. (iv) PCC coping shall be 15 cm thick in cement concrete ( 1:2:4) type B1 using 20 mm graded stone aggregate including grouting of angle iron frame in PCC. (v) Three coats of white wash to internal surfaces of valve pit.(vi) Depth of valve pit shall be reckoned from the top of PCC in foundation. Complete all as specified and as directed by Engineer-in-charge. |
| 33 | Material and labour earthing complete with gallvanised steel earth plate electrode 60x60x0.60 cm thick burried direct in ground earth pit not less than 2.25 mtrs deep below normal ground level with top edge of the plate not less than 1.5 mtrs below normal ground level connected to galvanised iron strip 32 mm x 6 mm earthing lead by means of bolts, nuts, washers and check nuts of galvanised iron or steel all as shown in electrical plate No. 3 of SSR part 1 connected to earthing test point with 40mm dia light grade protection pipe upto 7.5 mtr long including necessary excavation earth work PCC earthing pit cover, watering pipe wire mesh funnes etc as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysOct 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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