Tender For Addn/Altn To Shefty Shelter At Pachama Ground At Afs Amla
Tender Value
24 Lakhs
Estimated cost
Bid Submission
11 Nov 2026
10 days left
EMD
48000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Betul → Madhya Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Addn/Altn To Shefty Shelter At Pachama Ground At Afs Amla
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 21-Oct-2026 | Corrigendum No 1 | Other | 11-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out loose/soft soil complete all as specified and directed |
| 2 | Excavating in trenches, n exc 1.5 m deep and getting out in any type of soil/concrete surfaces complete all as specified and directed. |
| 3 | All as per item No 02 above but exc 1.5 mtr and n exc 3.00 mtr deep complete all as specified and directed. |
| 4 | M&L for Plain Cement Concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete including necessary form work complete all as specified and directed. |
| 5 | M&L for formwork to sides of concrete foundations, footings, bases of columns, rafts raft beams, sides and soffits ( if any ) of foundation and plinth beams; and similar work; vertical or batter, finished rough surfaces of concrete, complete all as specified and directed. |
| 6 | M&L for formwork to sides of square or rectangular pillars, posts, struts, columns etc. complete all as specified and directed. |
| 7 | M&L for formwork to sides and soffits of floor or roof beams, lintel, splays between floor and beams etc complete all as specified and directed. |
| 8 | M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed. |
| 9 | M&L for formwork to edges of concrete flats , window cills, floor and roofs n exc 20cm wide complete all as specified and directed. |
| 10 | M&L for TMT bars 10mm dia and over cut to length, bent to shape required including bending, cranking etc and binding with and including MS wire (annealed) not less than 0.9mm dia, complete all as specified and directed. |
| 11 | All as per item No 10 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed. |
| 12 | M&L for RCC M-40 (Design mix ) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. |
| 13 | M&L for RCC M-40 (Design mix) as in columns, pillars etc complete all as specified and directed. |
| 14 | M&L for RCC M-40 (Design mix) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves chhajjas and the like complete all as specified and directed. |
| 15 | M&L for RCC M-40 (Design mix) as in roof beam & lintel beams etc complete all as specified and directed. |
| 16 | M&L for brick work with fly ash brick 75 kg/cmsq compressive strength old size ,straight or curved on plan exc. 6 metre mean radius built in cement mortar 1:6 complete all as specified and directed. |
| 17 | M&L for rendering 10 mm thick on fair faces of brick work or concrete surfaces in CM 1:6 on internal surfaces to be finished even and smooth without using extra cement including grooving where directed and complete all as specified and directed. |
| 18 | M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 on external surfaces to be finished even and smooth without using extra lime or cement complete all as specified and directed. |
| 19 | M&L for rendering 5mm thick on fair faces of brick work or concrete surfaces in cm 1:3 on ceiling, chajjas soffit to be finished even and smooth (without using extra lime or cement) complete all as specified and directed. |
| 20 | S&F Wire netting of galvanised steel wire 0.70mm dia mesh size 20mm fixed with tinned tacks of wire staples to joints of concrete work and masonry etc complete all as specified and directed. |
| 21 | M&L for preparation of newly plastered surfaces of walls etc., and applying two coat interior emulsion over a coat of primer with wall care putty complete all as specified and directed. |
| 22 | M&L for preparation of newly plaster surfaces of walls and applying two coats of exterior emulsion over a coat of primer complete all as specified and directed. |
| 23 | M&L for preparation of newly plaster surfaces of walls and applying two coats of white wash over ceiling concrete and masonry surfaces complete all as specified and directed. |
| 24 | M&L for Sand filling under in foundations including watering and consolidation complete all as specified and directed. |
| 25 | M&L for broken stone or boulder hardcore 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. |
| 26 | M&L for 75mm thick plain cement concrete, 1:3:6 type C-1 (using 20mm graded stone aggregate) as in plinth protection finished fair and smooth without using extra cement incl making joints at every 2.5m and at corner filled with bitumen 85/25 and sand in ratio 1:2 by weight and complete all as specified and directed. |
| 27 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed. |
| 28 | M&L for 150 mm thick P.C.C 1:3:6 type C2 (using 40 mm graded stone aggregate) as in sub base of flooring complete all as specified and as directed. |
| 29 | M&L for Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less with metallic floor hardener @3% by weight of cement including necessary form work complete all as specified and as directed. |
| 30 | M&L for forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade 'A' complete all as specified and directed. |
| 31 | M&L for rendering 10 mm thick on fair faces of concrete surfaces in CM 1:3 as in roof surfaces on green concrete to be finished even and smooth without using extra cement with water proofing compound @3% of cement content directed and complete all as specified and directed. |
| 32 | M&L for complete removal of scal, durt, fungas, algee or contaminations etc from PCC/RCC roof surface, chajja, parapert wall, cornices, walls, APP membrane or any other surfaces etc by wire brush, scrapper which is machancal or manually after removing complete cleaning with water by mechanical means water pressure and applying 10 mm thick SBR polymer modified plaster in Cement Morter 1:4 cement mixed polymer in ratio of 1 : 10 (1 part of polymer and 10 parts of cement) applying one coat of priming of epoxy primer with resin and hardner with water dillution as per manufacturer instruction, applying two coat of solvent based polyurethane liquid membrane not less than 500 micron thick UV stable having SRI value greater than equal to 105 with consumption of 0.61 Kg/Sqm (each coat) complete all as specified and directed. |
| 33 | Note for item No 32 :- (a) The work shall be carried out complete as per manufacturers specifications and application methodology. (b) Execution shall be done with authorized trained/skilled applicator of manufacturer as per the technical guidelines laid by manufacturers.(c) Company bank gurantee of 10 years shall be given by contractor after completion of water proofing treatement work before payment. (d) Providing test of 72 hours shall be carried out by contractor to check any instances of leakage/seepage. The result of success full ponding test shall be certified by Engineer-in-Charge and user rep before payment. If any defacts will be observed the contractor is fully responsible and rectified immediately. No extra payment will be done for the same. (e) For water proofing Visible Crack should be open & fill by paste of EP-15 + Filler/ cement and invisible /hair line. (f) Crack should be fill by filling compound by grouting with cheasel or otherwise.(g) Apply appoxy coated primer by use of painting brush or mop and take atleast 2 hours.(h) After applying primer applied priming coat by use of painting brush or mop and take atleast of 24 hours for dry or manufacturers instructions. (j) Thickness of layer should be 2-3mm.(k) Contractor shall make own arrangement for climbing and working in any site not exceeding 10 mtr ht. (l) The contractor shall be liable to execute the work in rainy season without any objection, if any leakage occurs. All safty measures are to be followed by the contractor as per safety guidelines. |
| 34 | Demolition of Brickwork, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles and removal from site where directed etc all as specified and as directed. |
| 35 | Demoliton of reinforced cement concrete of any description and in any position not otherwise specifically (reinforcement cut as required to facilitate demolition) concrete articles and removal from site where directed and steel obtained etc all as specified and as directed. |
| 36 | Returning filling in including spreading leveling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and as directed. |
| 37 | Removing excavated materials (soil) obtained from excavation to a distance exc 250 mtr and nexc 500mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed. |
| 38 | Note:- The amount against the Schedule of Credit mentioned in the tender document shall be deducted from the total amount quoted against Sch 'A' while deriving the Contract Sum for Acceptance. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 21, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 11, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 10 daysNov 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysTender Documents
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