Tender For Provn Of Swt And Water Filling Point At Np Area At Afs Hakimpet Under Ge (Af) Hakimpet (Tender Id No. 2026_Mes_782581_1)
Tender Value
14.55 Lakhs
Estimated cost
Bid Submission
26 Aug 2026
3 days left
EMD
29100
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hyderabad → Telangana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Swt And Water Filling Point At Np Area At Afs Hakimpet Under Ge (Af) Hakimpet (Tender Id No. 2026_Mes_782581_1)
BOQ
| Sl. No. | Item Description |
| 1 | Excavating over areas hard/dense soil n exc 1.5 m in depth and getting out in any type all as specified and as directed by Engineer-in-charge. |
| 2 | All as per Item 1 but exc 1.5m depth and n exc 3.0m depth and getting out any type of soil all as specified and as directed by Engineer-in-charge. |
| 3 | M&L Cement concrete type D2 1:4:8 (40mm graded aggregate) in foundations, filling and mass concrete all as specified and as directed by Engineer-in-charge. |
| 4 | M&L for TMT bars 10 mm dia and over ,cut to length bent to shape required including cranking, bending, spirally hooping for columns and binding with MS wire (annealed) not less than 0.90mm dia wire etc complete all as specified and as directed by Engineer-in-charge. |
| 5 | M&L RCC M30 (Design mix) (20mm graded stone aggregate) in Foundations, including rafts, footings, foundation beams plinth beams; bases for columns, etc basement slabs, under-reamed piles and mass concrete all as specified and as directed by Engineer-in-charge. |
| 6 | M&L RCC M30 (Design mix), (20mm graded stone aggregate) Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses complete all as specified and as directed by Engineer-in-charge. |
| 7 | M&L Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter all as specified and as directed. |
| 8 | M&L Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter all as specified and as directed. |
| 9 | M&L Rendering 15 mm thick in CM 1:3 on concrete or brick massonry surfaces of walls with WPC compound, finished even and smooth with out using extra cement all as specified and as directed by Engineer-in-charge. Note : WPC to be measured and paid seperately. |
| 10 | Supply only Liquid water proofing compound to Sl item No. 9. |
| 11 | M&L Applying evenly 2 coats of polyurathane sealent, providing and applying cold applied elastomeric smart care damp proof ultra (fiber reinforced elastomeric liquid applied water proofing membrane) complete all as specified and as directed. |
| 12 | M& L brick work with fly ash bricks straight or curved on plan exceeding 6 M mean radius built in CM 1:4 etc Complete all as specified and as directed by Engineer-in-charge. |
| 13 | M&L 15 mm thick Rendering cement plaster 1:4 on fair faces of brick masonary or concrete surfaces complete all as specified and directed by Engineer-in-charge. |
| 14 | S&F Stainless steel ladder anti corrosive 10-12 ft height complete all as specified and as directed by Engineer-in-charge. |
| 15 | S&F MS Angle/ flate iron/chanel framed work such as iron gate, ladder, SWT frame, grills, gratings, framed guard bars, hold fast ,incl necessary locking arrengement etc., with ends of bars shouldered and/ or riveted, or forged into spikes, and similar work confirming to Fe 290 Gde E-165 completed all as specified and as directed by Engineer-in-charge. |
| 16 | M&L for preparation of Newly Steel Surfaces of any description, over 10cm in width or girth,and applying 2 coat of Synthetic enamel paint over a coat of Redoxide primer complete all as specified and as directed by Engineer-in-charge. |
| 17 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out hard/dense soil as directed. |
| 18 | M&L Hardcore of gauge nexc 63mm, deposited, spread and levelled in layers n. exc 15cm thick, watered and rammed to surface complete all as specified and as directed by Engineer-in-charge. |
| 19 | M&L Cement concrete type D-2, 1:4:8 (40mm graded aggregate) 75mm thick in floors and pavings etc. all as specified and as directed by Engineer-in-charge . |
| 20 | M&L 50mm sand filling under floor or in foundations including watering and consolidation all as specified and as directed by Engineer-in-charge. |
| 21 | M&L Machine pressed precast concrete interlocking paver block with grey cement and colour pigment any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 all as specified and as directed by Engineer-in-charge. |
| 22 | M&L Providing, cement concrete in roof kerbs or mud stops, rounded 1:2:4 type B0 using 12.5mm graded stone aggregate or all as specified and as directed by Engineer-in-charge. |
| 23 | 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 Excavation, RFR, 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. |
| 24 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in any type of soil complete all as specified and as directed by Engineer-in-charge. |
| 25 | Removing excavated material exc 250m but n exc 500m and depositing where directed. |
| 26 | M&L Plain Cement concrete type C-2, 1:3:6(40mm graded aggregate) 75mm thick Laid in plinth protection including Grade B joint filling as directed by Engineer In charge. |
| 27 | Excavation in trenches not exc 1.5 wide and not exc 1.5 mtr deep and getting out in hard /dense soil for laying pipes complete all as specified . |
| 28 | Removal of excavated material to a distance not exc 50 mtr away from starting point and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed . |
| 29 | Supply and spread clean Riddled earth in trenches for cushioning and protection of UG LT cables (below, above and around the UG Cable laid in Trenches) of 230mm spread thickness and consoli-dated (punned) upto 180mm thickness, complete all as specified and as directed. |
| 30 | Supplying and laying reinforced precast concrete cable cover, class LV, Type I, flat, size 250 mm x 150mm x 40mm laid in trenches over under ground cables complete all as specified and as directed by Engineer-in-charge. |
| 31 | Cutting of DI/CI/GI mains in position for insertion of new tees, tail pieces , sluice valve etc for following sizes all as specified and as directed by Engineer-in-charge. |
| 32 | (a) 150 mm dia pipe |
| 33 | (b) 80 mm dia pipe |
| 34 | Supply and Laying for Galvanized Iron water tubing \\" Medium Grade\\" in accordance with IS 1239:latest with all fittings laid in trenches for following sizes complete all as specified and as directed by Engineer-in-charge.Make - Jindal/Tata/Zenith |
| 35 | (a) 50 mm dia pipe |
| 36 | (b) 80mm dia pipe |
| 37 | Supply and fix CI or DI fittings for spigot socketed pipe such as bends ( any type , radius and angle ) tapers any type , (straight , bend increasing , decreasing or double socket etc ) tee pieces single branch , Y junction double branch , of size - up to 300 mm dia all as specified and as directed by Engineer-in-charge. |
| 38 | Supply and fixing 80 mm dia DI sluice valve complete with iron wheel head , bronze body seat ring, stainless steel non-rising spindle and check nut , including jointing material such as rubber insertion nut bolts washers gas kit etc ISI marked, PN 1.6, conforming to IS 14846 including taking down old existing unserviceable valve and making arrangement for safe working complete all as specified and as directed by Engineer-in-charge. |
| 39 | Supply and fixing 50 mm dia gun metal gate valve ISI marked high pressure with iron wheel head screwed both ends for iron pipe line and fixed of properly on site complete all as specified and as directed by Engineer-in-charge. |
| 40 | Material & labour brick masonry valve pit of size 90 cm x 90 cm x 90 cm (internal size) with mild steel cover 6mm thick and angle iron frame of size 90 x90 cm x 6mm duly painted with two coats of synthetic enameled paint over a red oxide primer including locking arrtangement, brick work and all inner suraces of pit and exposed portion of out side shal be plastered in cement motor (1:4) complete all as specified and as directed by Engineer-in-charge. |
| 41 | Supply and fix DI Non - Return Valve of 50 mm dia pipe PN 1.6, ISI marked , heavy duty , flanged type with over 250 microns epoxy coating complete all as specified and as directed by Engineer-in-charge. for the following sizes. Make - Kirloskar/Kartar/Leader |
| 42 | M & L for laying of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 50 sq. mm |
| 43 | Supply, fixing and commissioning of LT Panel outdoor type fabricated with 3.15 mm CRCA sheet with anti corrosion cubical enclosure suitable size 415 volts, AC 50 Hz fabricated of CRCA sheet 3 mm thick machine pressed and angle iron frame 50mm x 50mmx 6mm grouted in PCC 1:2:4 type B1 (20mm grade stone aggregated) powder coated inside and outside complete connection from incoming and outgoing electric cable with suitable size thimbles / lugs cable gland with open able shutters on both side complete all as specified and as directed by Engineer-in-charge. for following specifications :-(a) DOL starter for 5 HP capacity three phase submersible pump set, IP 54 protection, with 10A TPN MCB(b) Motor protection circuit breaker of capacity 5 HP with single phase preventer confirms to IS /IEC 60947-4-1(c) Digital ammeter and Voltmeter(d) LED type indicating lamps |
| 44 | M&L for Earthing complete with galvanized steel earth plate electrode 600x600x6mm thick buried directly in ground earth pit not less than 2.25mtr deep below normal ground level with top edge of the plate not less than 1.5 mtr below ground level connected to galvanized iron or steel earth lead strip 32x6 mm size upto 7.5 mtr long in single length by mean of nut/bolt and washer of galvanized iron or steel as shown in electrical plate no 5 of SSR part I including necessary excavation in hard/dense soil and earth work GI pipe 20mm dia medium grade for watering and GI 15mm dia light grade pipe for protection of GI earth wire etc, PCC chamber with PCC cover in cement concrete 1:2:4 Type B1(20mm graded aggregate), funnel, wire mesh, charcoal dust, salt etc, connected to LT panel board as indicated including testing complete all as specified and as directed. |
| 45 | Supply and fixing submersible pump set electric driven 415 V Three phase suitable for 50 mm dia pipeline, 5 HP capacity, max head 20 Mtrs & 1.5 LPS complete all as specified and as directed. |
| 46 | Supply and fixing of flat three core PVC insulated & PVC sheathed industrial cable for submersible pump set 1100 Volt, conforming to IS 694 of size 6 sqmm complete all as specified and as directed by Engineer-in-charge. |
| 47 | M & L for 80 mm dia tubes, 'light grade', galvanised, with all fitting; laid in trenches complete all as specified and as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysAug 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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