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Tender For Provision Of Temporary Pol Store For Sagar Prahari Bal (Dak Bungalow) At Shibpur And Provision Of Open Parking Shed For Married Accommodation At New Otm Complex Cgdhq 9 Diglipur, North And Middle Andaman-Andaman And Nicobar Islands

Military Engineer Services-MES has published Tender For Provision Of Temporary Pol Store For Sagar Prahari Bal (Dak Bungalow) At Shibpur And Provision Of Open Parking Shed For Married Accommodation At New Otm Complex Cgdhq 9 Diglipur. Submission Date for this Tender is 04-05-2023. Shed Construction Tenders in North And Middle Andaman Andaman And Nicobar Islands. Bidders can get complete Tender details and download the document.




Tender Notice

37173154
Corrigendum : Tender For Provision Of Temporary Pol Store For Sagar Prahari Bal (Dak Bungalow) At Shibpur And Provision Of Open Parking Shed For Married Accommodation At New Otm Complex Cgdhq 9 Diglipur
Open Tender
Indian
Andaman And Nicobar Islands
North And Middle Andaman
04-05-2023

Tender Details

Provision Of Temporary Pol Store For Sagar Prahari Bal ( Dak Bungalow ) At Shibpur And Provision Of Open Parking Shed For Married Accommodation At New Otm Complex Cgdhq 9 Diglipur

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 27-Apr-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 04-05-2023

Key Value

Document Fees
INR 500 /-
EMD
INR 29100.0 /-
Tender Value
INR 14.53 Lakhs /-

BOQ Items

NAME OF WORK: PROVISION OF TEMPORARY POL STORE FOR SAGAR PRAHARI BAL (DAK BUNGALOW) AT SHIBPUR AND PROVISIONOF OPEN PARKING SHED FOR MARRIED ACCOMMODATION AT NEW OTM COMPLEX CGDHQ – 9 DIGLIPUR File No. 8922/E8
Sl. No. Item Description
1Excavating in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth; for foundation, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 mtr in depth and getting out in hard/ dense soil.
2M&L for PCC Type D2, 1:4:8 (using 40mm graded granite stone aggregate) as in foundations, filling and mass concrete.
3M&L Pre-cast cement concrete Type C1, 1:3:6 (using 20mm graded crushed granite stone aggregate), block masonry with solid blocks of minimum compressive strength of 50kg/sqcm, exceeding 10 cm in width and setting in cement mortar 1:6 complete.
4M&L for rendering 15 mm thick in cement and sand mortar 1:6 on fair faces of brick work or concrete surfaces, finished even and smooth (without using extra cement) complete all as specified.
5M&L for rendering 10 mm thick in cement and sand mortar 1:4 on fair faces of brick work or concrete surfaces, finished fair and even complete all as specified.
6M&L for preparation of newly plastered surface of wall and applying three coats of white wash complete all as specified and directed.
7M&L for preparing new plastered surfaces of walls and applying two coats of distemper oil emulsion paint over a coat of alkali resistant priming paint.
8M&L for hard core of broken stone or boulders of gauge not exceeding 63mm, deposited, spread, leveled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and directed.
9M&L for 75 mm thick PCC Type D2, 1:4:8 (using 40 mm graded crushed granite stone aggregate) laid in sub-base of hard standing/ pathway etc. finishing surfaces of concrete even and rough complete all as specified.
10M&L for 100 mm thick PCC Type B1, 1:2:4 (using 20 mm graded crushed granite stone aggregate) laid in flooring and pavings, etc., finishing cement concrete surface even and fair (without using extra cement) including spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specifiedand directed
11M&L for providing precast cement concrete Type B1, 1:2:4 (using 20 mm graded crushed granite stone aggregate) set in cement mortar 1:6 as in window or door cills, lintels, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in mortar complete with joints to match
12M&L for high yield strength deformed TMT steel bars 10 mm dia and over as in reinforcement for concrete, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips.
13S&F rolled mild steel as in Joist, channel, angle, or tee sections, fixedindependently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) conforming to Fe 410 -W (Gde- E- 250) quality- B.
14S&F rolled mild steel as in plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment conforming to Fe 410 -W (Gde- E- 250) quality- A.
15S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws, as per manufacturer instructions as specified.
16S&F Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws, as per manufacturer instructions as specified.
17S&F pressed steel frames of size 125 x 60 mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., complete, as specified, supplied and fixedall as specified .
18S&F 30 mm thick 2nd class hardwood plain, framed, paneled shutters (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers: supplied and fitted to chowkats as specified.
19S&F 30 mm thick 2nd class hardwood glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars),edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc.; sizes of me-mbers of shutters as specified inSSR Part I, Section 8, clause 8.24(a); supplied and fitted to chowkats all as specifiedand directed
20S&F steel windows with side hung shutter including projecting type hinges, steel handles and steel peg stays, complete with glazing bars, dovetailed or weldedand making good the jambs/ cills etc complete all as specifiedand directed
21S&F steel windows with side hung shutter including projecting type hinges, steel handles and steel peg stays, complete without glazing bars, dovetailed or weldedand making good the jambs/ cills etc complete all as specifiedand directed
22S&F 100mm long butt hinges, mediumweight, cold rolled mild steel.
23S&F 150mm long extruded aluminum alloy handles, fabricated type, anodised.
24S&F 150mm long aluminum anodised, barrel tower bolts of extruded section.
25S&F floor door stopper 140mm overall length of cover plate, aluminum alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor.
26S&F 300mm long Aluminum alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminum alloy.
27S&F aluminum alloy wire cloth, 0.45mm nominal dia of wire and average width of aperture 1.40mm and fixed with aluminum wire staples and wooden beadings complete.
28S&F 3mm thick sheet glass ordinary quality, ground or obscured or frosted, on one side and glazing with oil putty in square not exceeding 0.5 Sqm in each pane etc all as specified.
29M&L for preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified.
30M&L preparation of new or previously untreated wooden surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified.
31M&L for 75 mm thick PCC Type C2, 1:3:6 (using 40 mm graded crushed granite stone aggregate) laid as in plinth protection, etc. finishing surfaces of concrete even and fair (without using extra cement) complete all as specified.
32Removing excavated material not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point.
33Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm in soft/ loose soil.
34Excavating in post holes (or similar holes) each not exceeding 0.5 cu. m, getting out in hard/ dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance not exceeding 50 m and making good surface.
35Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil.
36M&L for PCC Type C2 1:3:6 (using 40mm graded granite stone aggregate) as in foundations, filling and mass concrete.
37M&L 100 mm thick PCC Type B1, 1:2:4 (using 20 mm graded crushed granite stone aggregate) as in floor, finishing concrete surface even and fair (without using extra cement) to receive synthetic resin surface layers complete all as specified.
38S&F Rolled mild steel work in tubular trusses including special shaped washer etc. complete using ERW or includingbutt welded tubes conforming to I. S.1161-1979 grade St.-240
39S&F Rolled mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe-410- W(Gde-E-250) quality-A.
40S&F mild steel bolts of length exc 5cm but not exceeding 15 cm and diameter of neck 12 mm, purpose made, with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut.
41S&F Pre- painted galvalume sheetshaving pitch 190mm, depth 29mm and not less than 0.50mm thickness having tensile strength of 550 Mpa (Galvalume base PPGL trapezoidal profile sheets) fixed with aluminum self tapping screws of size 50/75mm and aluminum washer of suitable size in roof covering all as specified .
42Removing excavated material exceeding 50 mtr and not exceeding 100 mtr and depositing where directed at a level not exceeding 1.5 m above the starting point.
43M&L for preparation of newsteel surfaces and applying two coats of synthetic enamel paint over a coat of red oxideprimer.
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