Tender For Solar Powered Mdtw Scheme At Kaptanpur Pt Xvi Baskandi Under Ridf Nabard Xxviii For The Year 2022 23
Tender Value
59.41 Lakhs
Estimated cost
Bid Submission
04 Aug 2023
0 days left
EMD
1.18 Lakhs
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
lakhipur → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Solar Powered Mdtw Scheme At Kaptanpur Pt Xvi Baskandi Under Ridf Nabard Xxviii For The Year 2022 23
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 19-Jul-2023 | Date Corrigedum | Date | 04-Aug-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | Carrying out block contour survey of the commanded area covering stream, dong, channel, road etc. and the whole area considering square block system and spot system and spot levels are to be within 30 M x 30 M for preparation of contour including clearing light jungles, chaining, pegging holding staff, umbrella and compass lining etc. where required, complete as directed. |
| 2 | Supplyingsal wooden peg of different sizes including pointing one end etc. complete as directed(5*5*60) cm |
| 3 | Supplying sal wooden hammer of of size 15 cm x 10 cm with 45 cm long & 5 cm wooden handle etc. complete as directed. |
| 4 | Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layer not exceeding 15cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat at embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M complete as directed. |
| 5 | Collection and supply of sand and gravel (40% sand and 60% gravel) of size 13mm to 38mm from approved quarry including loading, unloading and stacking in measurable stacks at work site up to a height of 1.00m including payment of forest royality etc. |
| 6 | Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30.00 M and lift 1.50 M. Complete as directed. |
| 7 | Movement of drilling Rig , Tools & Plants, Accessories including drill pipes, casing pipes etc. to drilling site and back. |
| 8 | Boring of DTW of bore hole up to 450mm dia and up to a depth of 70 M or up to required depth by RC/DR Drilling Rig including supply and transportation of all required tools & Plants, materials & labour to site to perform the job in complete as directed in alluvium areas ( means areas where the strata comprises of loose, unconsiolidated materials like clays, silts, sands gravels, pebbles, cobbles and boulders) as per IS:2800 (part-1) of 1991. ( soil sample must be collected & keep properly at every 3.00 M interval of depth in boring. The job also include movement of rig by making temporary approach road etc. to the field up to distance of 1000M) |
| 9 | Supply, lowering & installation in tube well 200mm PVC housing pipe / blind pipe of wall thickness of 10.0 mm to 11.2 mm for casing assembly including supply of well cap, sockets, reducer, MS housing clamps etc. as required as per IS : 12818-1997 of length 3.00 M of repute brand like Supreme/ Oriplast / Jindal / Prince etc. and as directed. |
| 10 | Supply, Lowering & Installation in tube-well 200 mm PVC Ribbed Screen Filter pipe of wall thickness of 10 mm to 11.2 mm for casing assembly including supply of sockets , reducer, etc. as required as per IS : 12818-1997 of length 3.00 M/ 2.00 M of repute brand like Supreme/ Oriplast/ Jindal/ Prince, etc. and as directed. |
| 11 | Shrouding the DTW assembly by river pea gravel of size 4 mm to 8 mm free from sand / dust and any other foreign materials after screening / stacking at site including supply, transportation, labour etc. complete as directed. |
| 12 | Developing the tube well assembly by Air-Compressor of capacity 8-12 kg/cm2 and CFM=450 M3/min so as to get sand free discharge of water with supply of all required materials at site complete as directed including furnishing of litho-log / draw down data etc. as per IS : 11185 of 1999. ( For new DTW minimum 72 hours development is compulsory. Additional pea gravel required if any, during development would be extra ).The following data should be reflected in the report of development .A. Static water level.B.Drawdown at various discharge.C.Available average discharge |
| 13 | Supply, fitting-fixing of Heavy duty CIDF sluice valve inside screw, non raising, vertical spindle type with hand wheel operation need of water purpose. The rotation of closing should be counter clock wise. The holes of the flange should be drilled as per BSS No. 10 , Part-I, Table-D. All materials construction and components should strickly conform to IS : 14846-2000 and having marked with manufacturers name and trade mark in the delivery pipe layout as directed / as per drawing along with HD GI flange, pipe joining materials and painting in complete as directed.(100 MM DIA) |
| 14 | Supply, fitting-fixing of Heavy duty CIDF Reflex valve, swing check type with bypass arrangement, horizontal operating. The holes of the flange to be as per BSS No. 10, Part-I, Table-D and the material, construction and all components should strictly conform to IS : 5312 (Part-I)-2004 and having arked with manufacturers name and trade mark in the delivery pipe layout asdirected / as per drawing along with HD GI flange, pipe jointing set and painting in complete as directed.(100 MM DIA) |
| 15 | Supply, fitting-fixing of delivery pipes of 100/80 mm dia GI / fabricated GI pipes ( HD of repute brand with ISI marked) with flange at both end / wherever required with pipe jointing sets, including painting in complete as per drawing / specification including temporary pipe support as required and as directed. |
| 16 | Ftting-fixing of MS / GI bend of 80/100 mm dia x 45°/ 90° / 120° with GI / fabricated GI pipes with flange at both end and pipe jointing sets, including painting as per drawing / specification as directed. |
| 17 | Supply of GI Equal Tee of 80/100 mm dia. Completed as directed. |
| 18 | Fitting fixing of GI Equal Tee of 80/100 mm dia. Completed as directed. |
| 19 | Supply, fitting-fixing of surge tank of size 900mm dia x 1250mm long made of 4mm MS plate with raiser assembly of size 75mm dia x 6.0m long and S-band of size 200mm x 1600mm long made of 4mm MS plate including painting the above with one coat of synthetic enamel primer fllowed by 2 (two) coats of successive synthetic enamel/ bituminous black paint and made provision for mounting the surge tank on a specified foundation by nuts & bolts of suitable size as per drawing & specification as directed. |
| 20 | Supply & Installation of Solar Pumping System: (a) Solar Submersible Standalone Pump set with 7.5 HP AC Induction motor and Solar Power Controller Unit Conform IEC 6168311:1999) with overload, overunder voltage, short circuit protection, suitable for 200 mm bore well and discharge capacity approx 1400 LPM at 10 M head (Dynamic Head Range 10- 20 Mtr and Shut off head 30 M) working at 8000 Wattp of solar power along with Cables, Inverter external box, surge suppressor, DC MCB & all necessary accessories like, 2(two) pairs of Assembly support clamps, 10(ten) nos. of Cable clamp / clip, 1 (one) no. of Delivery bend, 20(twenty) mtr. column pipe, 1(one) no. of Short pipe of 1.5 Mtr. length of required diameter, 40(forty) mtr.(approx.) Flat flexible cable (motor to controller) as per latest MNRE norms and as per IS. (b) Supply, fitting-fixing and testing & commissioning of Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards consisting of solar panels framed in anodized aluminium frame of 8000 Wp (approx.) considering 7.15 kWh/ M2/ Day of solar insolation under standard test condition on horizontal surface with tolerance (+/-) 15% and hot dipped galvanized(minm 80 micron thickness) mounting mild steel structure of rectangular hollow sections, angles, heavy duty pipes of dia 150 mm (all materials duly IS marked) for providing sufficient strength with dual axis manual tracking arrangement which can withstand load of modules and high wind velocities upto 150 Km/hr including RCC foundation of mounting structure designed against all possible loads (Dead, Live and imposed load) to be followed as per Annexure-I. Controller conform to IEC 61683-1999 & IEC 60068-1-2, IEC 60068 2- (2, 14, 30, 78) ( The series and parallel combination of Solar Modules to be done in such a way that Jalverter/ Controller input voltage requirement is met i.e. System Vmp> 587 V & System Voc < 800 V) and necessary connection cables, pipes to the water trough and other accessories, etc. complete in all respect as directed (Controller to be installed on the body of the pole of mounting structure. SPV panel should be of reputed make like TATA/Bikram/Waaree etc. and carry at least 20 years warrenty & Comprehensive maintenance for 1 year and should installed preferably above HFL) |
| 21 | Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary). |
| 22 | Soiling in foundation floor at all levels including filling interstices,ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing. |
| 23 | C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc.where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 24 | R.C.C. work in slab, abutment cap and above abutment, pier cap,pedestals, dirt wall etc.in proportion 1:2:4 with hard broken stone aggregateof size 6mm to 20mm with proper reinforcement as per designincluding necessary curing etc. complete as directed with necessary timber shuttering ,scaffolding etc. where necessary complete as directed.( shuttering, scaffolding will be paid separately). |
| 25 | Centering and shuttering including propping etc. where necessary and removal of forms after completion of C.C. and R.C.C. works as directed complete (measurement to be taken on the face area timbered). (COLUMN) |
| 26 | Centering and shuttering including propping etc. where necessary and removal of forms after completion of C.C. and R.C.C. works as directed complete (measurement to be taken on the face area timbered). (BEAM WITHOUT PROPS) |
| 27 | Supplying, fitting, fixing and laying reinforcement (BIS approved quality ) in position in R.C.C. work,including cutting, bending, cranking with two plies 0.90mm (20 BWG) annealed wire hooking tying complete as directed. |
| 28 | 12 mm thick cement plasteringincluding clearing surface and curing complete as directed.In prop. 1: 4. |
| 29 | Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mention in the approved drawing and as directed and specified. |
| 30 | 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc.including racking out joints and curing etc. complete. (In proportion 1:4) |
| 31 | Supplying, fitting, fixing 110 mm dia PVC Rising pipe from the toe of main line includinglocal carriage, testing leakage etc.complete as directed |
| 32 | Supplying, fitting, fixing PVC bend pipe sizejoining with pipes with solvent cement,testing leakages etc. complete as directed. (110MM) |
| 33 | Supplying, fitting, fixing PVC unequal tee joining with pipes with solvent cement, testing leakages etc. complete as directed 160*16*110 MM |
| 34 | Supplying, fitting, fixing PVC reducer joining with pipes with solvent cement, testing leakages etc, complete as directed. 160*110 MM |
| 35 | Supplying, fitting, fixing PVC Pipes (IS 12818, 6 kg/cm2), joining pipes with relevant cement, levelling, testing leakages etc. complete as directed. (Cost of E/W foundation trenches will be paid separately) 160 MM DIA |
| 36 | Supplying, fitting, fixing PVC Pipes (IS 12818, 4 kg/cm2), joining pipes with relevant cement, levelling, testing leakages etc. complete as directed. (Cost of E/W foundation trenches will be paid separately).110MM |
| 37 | Providing and fitting MS Grills of required pattern in frames of Windows etc. MS flats square or round bars etc including painting coat with approved steel paint of complete. Fixed to steel windows by welding |
| 38 | Supply of sign board made of 1.60mm thick MS iron sheet size 1.05 m x 0.75m fitted by nuts and bolts with2 Nos. 50mm dia GI (medium) pipes 3.15m above and 0.60m below ground fitted with C.C. work in proportion 1:2:4 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed. |
AI Tender Summary
Tender Timeline
Jul 19, 2023
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 04, 2023
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedAug 04, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 04, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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