81342 Provision Of Hardstanding For Rapid Erect Sun Shelter ( Ress ) At Ins Parundu , Ramnad Under Ge Tirunelveli Provision Of Hardstanding For Rapid Erect Sun Shelter ( Ress ) At Ins Parundu , Ramnad Under Ge Tirunelveli
Tender Value
80 Lakhs
Estimated cost
Bid Submission
02 Jun 2020
0 days left
EMD
1.45 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
TIRUNELVELI → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
81342 Provision Of Hardstanding For Rapid Erect Sun Shelter ( Ress ) At Ins Parundu , Ramnad Under Ge Tirunelveli Provision Of Hardstanding For Rapid Erect Sun Shelter ( Ress ) At Ins Parundu , Ramnad Under Ge Tirunelveli
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 17-Apr-2020 | Corrigendum No.1 | Date | 02-May-2020 |
| 2 | 25-Apr-2020 | Corrigendum No.2 | Date | 11-May-2020 |
| 3 | 04-May-2020 | Corrigendum No.3 | Date | 18-May-2020 |
| 4 | 11-May-2020 | Corrigendum No.4 | Date | 25-May-2020 |
| 5 | 18-May-2020 | Corrigendum No.5 | Date | 02-Jun-2020 |
BOQ
| Name of Work: PROVISION OF HARDSTANDING FOR RAPID ERECT SUN SHELTER (RESS) AT INS PARUNDU, RAMNAD UNDER GE TIRUNELVELI (TENDER ID: 2020_MES_336674 _1) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation over areas in any type of soil, not exceeding 1.50 metre deep and getting out complete all as specified as directed | 1048 | Cubic Metre | |
| 2 | 2 | Rolling and consolidating formation surface in cutting using power rollers of capacity exceeding 8 tonne and not exceeding 12 tonne including filling in hollows and depressions which occur during the process of rolling using approved earth, complete all as specified and directed. | 135.2 | Ten Square Metre | |
| 3 | 3 | Material and labour for filling with moorum/ red bajri, not exceeding 150 mm thick (spread thickness) filling in roads, spread, rolled and consolidated to gradient and camber as required, complete all as specified and directed. | 322 | Cubic Metre | |
| 4 | 4 | Material and labour for pre-construction anti-termite treatment to the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface etc... complete all as specified and directed. | 1352 | Square Metre | |
| 5 | 5 | Material and labour for 100 mm thick granular sub bases of kankar or laterite, spread, rolled and consolidated to gradient and camber required etc... complete all as specified and directed. | 129.6 | 10 Square Metre | |
| 6 | 6 | Material and labour for two layers of 150 mm thick (compacted thickness) WMM (Wet mix macadam) with coarse aggreagtes of granite, trap or basalt, grading 2 ( 63 to 40 mm size) or of grading 3 ( 50 to 20 mm size) spread, rolled and consolidated to gradient and camber as required using power rollers of capacity 8 to 12 tonne, complete all as specified and directed. | 129.6 | 10 Square Metre | |
| 7 | 7 | Material and labour for sand filling under floors or in foundation including watering and consolidation etc... complete all as specified and directed. | 32.4 | Cubic Metre | |
| 8 | 8 | Material and labour for polythene film, black, 50 micron, laid in floor, base of concrete etc... complete all as specified and directed. | 1296 | Square Metre | |
| 9 | 9 | Material and labour for plain cement concrete work in pavement/ hardstanding of flexural strength 40 Kg/sqcm (4 N/sqmm) in field, using 400 kg of cement per cubic metre, thickness of concrete pavement 25 cms or less, laid using vacuum dewatering system, in bays/panels between joints, including use and waste of steel formworks to the sides and finishing the surface as directed for receiving epoxy coating, complete all as specified and as directed. | 327 | Cubic Metre | |
| 10 | 9.01 | Note for Sl item No. 9 here-in-before:-\n(i) Vacuum dewatering of concrete shall be carried out through experienced applicators after obtaining prior approval of GE regarding the methodolgy to be adopted for vaccum dewatering of concrete.\n(ii) Size of each panels shall be got approved by GE prior to the commencement of work. \n(iii) One trial panel concrete of size as approved by GE shall be cast by the contractor at earmarked location as sample work of flooring. The work for remaining concrete shall be commenced only after obtaining the clearence from GE/Engineer-in-charge.\n(iv) The rate quoted by the tenderer is deemed to include for carrying our the entrire process of vaccum dewatering using approved technology.\n(v) Necesary joints shall be measured and paid seperately under respective items. | |||
| 11 | 10 | Material and labour for preparing of concrete surfaces by means of scrubber (Machine & Manual) and washing with sufficient water and applying 4.2 mm thick chemically resistant, self levelling epoxy polyurethene flooring including epoxy base coat/priming coat of 200 micron built-up thicknes, followed by screed coating of built up thickness of 2000 micron and finally providing top self levelling finish coat with a built-up thickness of 2000 micron complete as per authorised and approved manufacturers instructions and complete all as specified and as directed. | 1305 | Square Metre | |
| 12 | 10.01 | Note for Sl item No. 10 here-in-before:-\n(i) Before commencement of work, sample test floor of size 2 Mtr x 2mtr has to be laid as per the procedure detailed in the particular specifications and post-inspection, GE shall give clearence for commencing the work.\n(ii) The colour pigment of the Epoxy Polyurethene shall be as approved by GE after verifying the sample flooring.\n(iii) The coating work shall be carried out under supervision of expert Engineers and technicians of the manufacturer and the rate quoted is deemed to include for this aspect. | |||
| 13 | 11 | Material and labour for preparing of concrete surfaces and applying priming coat with FOSROC Nitoprime SP and two coats of expoxy resin floor coating with FOSROC Nitoflor FC 150, minimum 400 micron thick (based coat & final coat, 200 micron each), applied complete all as per manufacturers instructions and all as specified and as directed. | 60 | Square Metre | |
| 14 | 12 | Material and labour for providing plain cement concrete (1:4:8), type D2, using 40 mm graded stone aggregate as in foundations, filling and mass concrete all as specified and as directed. | 8.5 | Cubic Metre | |
| 15 | 13 | Material and labour for brick work with sub class \"B\" burnt bricks, straight or curved on plan exceeding 6 mtrs mean radius, built in CM (1:4) complete all as specified and as directed. | 50.5 | Cubic Metre | |
| 16 | 14 | Material and labour for providing plain cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in coping including necessary use and waste of formwork, complete all as specified and as directed. | 2 | Cubic Metre | |
| 17 | 15 | Material and labour for 15 mm thick rendering on fair faces of brick work in cement mortar (1:4), finished even and smooth without using extra cement, complete all as specified and as directed. | 148.5 | Square Metre | |
| 18 | 16 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil, complete all as specified and directed. | 36.55 | Cubic Metre | |
| 19 | 17 | Material and labour for forming 12 mm thick expansion joints, for the entire depth of concrete, filled with preformed bituminous filler and top 30 mm primed and sealed with sealing compound, Grade \"A\", for concrete pavement of thickness 250 mm, complete all as specified and directed. | 7.7 | 10 Running Metre | |
| 20 | 18 | Material and labour for forming construction joints (Dummy) joints 85 mm deep x 10 mm wide and filling with Grade \"B\" sealing compound, complete all as specified and directed. | 31.6 | 10 Running Metre | |
| 21 | 19 | Material and labour for forming construction joints, 30 mm deep x 10 mm wide and filling with Grade \"A\" sealing compound, complete all as specified and directed. | 30 | 10 Running Metre | |
| 22 | 20 | Material and labour for preparation of newly prepared surfaces of walls and applying two coats of cement base paint over a coat of primer complete all as specified and as directed. | 148.5 | Square Metre | |
| 23 | 21 | Material and labour for providing 75 mm thick plain cement concrete (1:3:6) type C2 using 40 mm graded stone aggregates, as in flooring, hardstanding, plinth protection etc..., finished even and smooth without using extra cement, complete all as specified and as directed. | 87.5 | Square Metre | |
| 24 | 22 | Removing excavated material exceeding 500 Mtr but not exceeding 1.50 Km and depositing where directed complete all as specified and as directed. | 1047 | Cubic Metre | |
| 25 | 23 | Supply and fix rotational moulded polyethylene water storage tanks 1000 ltrs capacity, three layer (cylindrical or vertical with closed top) hoisted and fixed in position, including dismantling the existing one, including supply and fixing 20 mm dia GI pipe medium grade washout pipe 450 mm long with plug and 20 mm dia GI pipe medium grade overflow pipe 600 mm long with connected fitting, complete all as specified and directed. | 1 | Each | |
| 26 | 24 | Supply and fix, gun metal globe or gate valve, with iron wheel head, 20 mm dia bore of pipe, screwed both end for iron pipe, complete all as specified and directed. | 1 | Each | |
| 27 | 25 | Supply and fix in repairs, Ball valves high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball, screwed for iron pipe and fixed. (Minimum weight for 20 mm 210 gms), 20 mm dia bore of pipe, complete all as specified and directed. | 1 | Each | |
| 28 | 26 | Excavation in trenches not exceeding 1.5 Mtr wide and not exceeding 1.5 Mtr depth and getting out in any type of soil complete all as specified and as directed. | 58 | Cubic Metre | |
| 29 | 28 | Removing excavated material exceeding 250 Mtr but not exceeding 500 Mtr and depositing where directed complete all as specified and as directed. | 1.8 | Cubic Metre | |
| 30 | 29 | Cutting the existing GI tubing of 50mm bore, inserting \"T\" of size 50 x 50 x 40 mm for 40 mm GI pipe extension and making good the existing line complete all as specified and directed. | 1 | Each Job | |
| 31 | 30 | Supply and fixing GI tubing, galvanised, medium grade including all fittings of size 40mm dia bore complete all as specified and directed. | 48 | Running Metre | |
| 32 | 31 | All as per Serial item No. 30 here-in-before but 25 mm dia bore | 30 | Running Metre | |
| 33 | 32 | Supply and fix, gun metal globe or gate valve, with iron wheel head, 40 mm dia bore of pipe, screwed both end for iron pipe, complete all as specified and directed. | 1 | Each | |
| 34 | 33 | All as per Serial item No. 32 here-in-before but 25 mm dia bore | 1 | Each | |
| 35 | 34 | Material and labour for Construction of brick masonry valve chamber of size 1.00 x 1.00 x1.00 Mtr (Internal dimensions) with PCC foundation (1:4:8) type D2 using 40mm graded stone aggregate, 150 mm thick, 150mm wide offsets alround, 230 mm thick brick masonry walls using sub class 'B' bricks built in CM (1:6), 50 mm thick PCC (1:3:6) type C-1 coping finished even and smooth, rendering 15 mm thick in cement mortar 1:4, finished even and smooth without using extra cement both internally and externally upto 150mm below GL, 40 mm thick flooring with PCC (1:3:6) type C-1 laid over 75mm thick hard core including necessary excavation earthwork in any type of soil, 3.15mm thick MS sheet cover fixed on 50mm x 50mm x 6mm thick angle iron frame with hold fasts embedded in PCC coping with locking arrangement, mild steel handles and painting to steel surfaces with two coats of synthetic enamel paint over one coat of primer including disposal of surplus soil to a distance not exceeding 50 Mtr etc..., complete all as specified and as directed. | 1 | Each Job | |
| 36 | 35 | Removing excavated soil to a distance not exceeding 50 Mtr and depositing where directed at a level not exceeding 1.5 Mtr above the starting point, complete all as specified and as directed. | 21 | Cubic Metre | |
| 37 | 36 | Supply and spread fine river sand in trenches for cable cushioning on top and bottom of cable as specified for cable protection complete all as specified and directed. \nNote: \n(i) Only punned thickness of river sand shall be measured\n(ii) Riddled earth shall be used in lieu of river sand after obtaining written permission from GE. | 16 | Cubic Metre | |
| 38 | 37 | Supply and lay burnt clay bricks, sub class \"B\", Designation 75, keeping the width of the brick parallel to the length of the cable complete all as specified and directed. | 1.85 | Per 1000 Nos | |
| 39 | 38 | Supply and lay UG cable XLPE PVC insulated armoured sheathed heavy duty,1100 V grade, with multi stand aluminium conductor, of size 3.5 core 25 sqmm laid in trenches or wall through cable protection pipes all as specified and as directed. | 225 | Running Metre | |
| 40 | 39 | Supply and fix MCCB, 4 pole, 3 Phase, 415 Volts, 100 Amps, 36 KA breaking capacity all as specified and as directed. | 1 | Each | |
| 41 | 40 | Supply, install, test and commission LT feeder box, factory made, powder coated, dust and vermin and weather proof outdoor, CPRI approved, pedestal type made out of 3 mm thick MS sheet with angle iron frame 50 x 50 x 6 mm thick, front operated, roof canopy, double door type with locking arrangements, providing bus bar for phase and neutral with PVC sleeves for phase indication, 3 phase, 4 wire system, 415 V, 50 Hz AC supply including interconnection with solid conductor/ strips/ wires/ cables with PVC tapes/sleeves of RYB colours, including suitable adopter boxes with spreader links for connecting cables of switch terminals complete comprising the following and all as specified and as directed:- | 1 | Each Job | |
| 42 | 40.01 | Incoming :-\n(i) 100 Amps MCCB 4 pole, 25 KA adjustable thermal & fixed magnetic setting -1 No.\nMetering unit :-\nR Y B indications (LED type) - 1 sets\n0-63 A 3 Ph LED Ammeter CL - 0.5 digital type with inbuilt selector switch - 1 Nos\n0-500 V 3 ph LED Voltmeter CL-0.5 digital type with inbuilt selector switch -01 No\nCTs - 63/5A, CL - 0.5, 15 VA- 1 set \nOutgoing\n(i) MCB 40 Amps 10 KA, 4 pole, 415 V- 2 Nos\n(ii) MCB 32 Amps 10 KA, 4 pole, 415 V- 5 Nos | |||
| 43 | 41 | Material and labour for earthing complete with copper earth plate of size 600 x 600 x 3 mm thick electrode, buried directly in ground (earth pit not less than 2.25m deep below ground level) with top edge of earth plate not less than 1.5m below normal ground level, connected to 20mm x 3mm copper strip by means of bolts, nuts, check nuts and washers of galvanized iron or steel complete with 40mm bore GI light grade protection pipe, 20mm bore GI medium grade watering pipe with funnel including charcoal dust, salt, PCC M-15 type B1 in pit with precast RCC M-15 type B1 in cover reinforced with XPM not less than 4Kg per Sqm, test point etc, all as shown in electrical plate No 3 of SSR Part - I (2009) Specifications complete with necessary earth work in any type of soil, removal to a distance n.exc 100 m, including testing on completion, complete all as specified and as directed by Engineer-in-Charge. \nNote : The unit rate shall also include for excavation, earth work in hard/dense soil PCC (1:3:6) type C1 pit, RCC cover slab, GI funnel with 40mm dia watering pipe, wire mesh, 15mm dia light grade GI protection pipe for earth lead etc... | 2 | Each Job |
AI Tender Summary
Tender Timeline
May 18, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
May 02, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
May 11, 2020
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
May 18, 2020
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
May 25, 2020
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 02, 2020
18:00 IST
Corrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
CompletedJun 02, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 03, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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