Retrofitting Work In Different Villages Of Block Pansemal In Barwani Distt
Tender Value
1.68 Crore
Estimated cost
Bid Submission
27 Jan 2021
0 days left
EMD
1.68 Lakhs
Bank guarantee accepted
Document Fee
12500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pansemal → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Retrofitting Work In Different Villages Of Block Pansemal In Barwani Distt
BOQ
| Name of Work: Design, Construction and Retrofitting of Piped Water Supply Scheme under Jal Jeevan Mission at Village - BHATKI Block PANSEMAL Distt. Barwani based on Tube wells including installation of electric submersible/centrifugal water motor pumps, Construction of 02 Nos. R.C.C. Overhead tanks. (Capacity 125 KL/12M and 50 KL/12M), 02 Nos. sumpwells ( 50 KL and 20 KL), pump houses, laying and jointing of rising main, distribution pipe line system, household tap connections, electric power connections at Tube wells/Sumpwells etc including cost of all material and labour with testing commissioning thereafter 90 Days of successful Trial Run of entire scheme. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.01 | Supply & erection of readymade mini pump house (control panel box) GI sheet of 18 gauge of size 90cmx90cm x60cm with 40x40x5mm angle Iron frame to fix it 200mm below ground level with hold fasts grouted in foundation and 300mm above ground level for clearance suitable for fixing of control panel, fuse unit, main switch etc. as per approved specification. PHE (03.07.2018) uSOR. Item.no 17.18 p- 228 | 1.01 | 5 | Each |
| 2 | 1.02 | Supplying & Installation of Energy efficiant five star BEE rating ISI Marked required capacity of Three Phase, 50 Hz, 415V, deep well submersible pump Steel body, suitable for 6\"tube well with Control Panel Starter suitable for Submersible pump with dry run protection, single phase preventer, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe and connection cable.\n(a) 5 H.P. with 10 to 11 stages, Head Mt. 101-40 Discharge LPM 60-270. \nPHE (03.07.2018) uSOR. Item.no. 24.20.106 (iv) p-267 | 1.02 | 2 | Each |
| 3 | 1.03 | (c ) 10 H.P. with 20 stages, Head Mt. 184-80 Discharge LPM 60-270. PHE (03.07.2018) uSOR. Item.no. 24.20.106 (ix) p-267 | 1.03 | 3 | Each |
| 4 | 1.04 | Providing and jointing of following galvanized Iron (MS) Pipes class medium with heavy duty seamless sockets for lowering of submersible pumps including testing of joints, cost of pipes & heavy duty sockets and jointing materials all complete. Pipes and sockets confirming to IS:1239-2011 Part-II.\nPHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 17.38.1 P. 3\n(a) 50 mm dia, class medium with heavy duty seamless sockets | 1.04 | 1200 | mtr |
| 5 | 1.05 | (b) 65 mm dia, class medium with heavy duty seamless sockets | 1.05 | 50 | mtr |
| 6 | 2 | Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make.\n(a) 2.5 Sq.mm.multi strand\nPHE (03.07.2018) uSOR. Item.no. 24.20.107 (i)/p-267 | 2 | 50 | mtr |
| 7 | 3 | (b) 6.0 Sq.mm.multi strand\nPHE (03.07.2018) uSOR. Item.no. 24.20.107 (iii)/p-267 | 3 | 1250 | mtr |
| 8 | 4 | Provision for Jointing of TW to Rising Main with cost of Material/ specials such as GI Union / CI Flange, GI Reducer UPVC MTA FTA etc. as per requiement of site i/c cost of labour etc. complete as per approved specification and as directed by Engineer in charge. \nPHE (03.07.2018) uSOR. Item.no. 17.19/p-228 | 4 | 10 | nos |
| 9 | 5 | Provision for jointing of Rising main to supmp well/OHT and OHT to Distribution pipe line with cost of material/specials such as Bends, MTA as per rerquirement of site i/c cost of labour with excavation, labour as per requirement complete as per approved specification and as directed by Engineer in charge. PHE (03.07.2018) uSOR. Item.no. 17.20/p-229 | 5 | 9 | nos |
| 10 | 6 | Supplying & Installation of Five star BEE rating ISI Marked required capacity of Three phase, 50 Hz, 415V, Open well Submersible pump, with Control Panel Starter with Dry Run Protection, single phase preventer, connections, etc. as required as per specifications but excluding pipe and connection cable.\n(a) 3.0 H.P. Head Mt.15-24, Discharge LPM 615-195\nPHE (03.07.2018) uSOR. Item.no. 24.20.113 (i) P. 268 | 6 | 2 | Each |
| 11 | 7 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be leveled and neatly dressed.\nAll kind of soil\nPHE (03.07.2018) uSOR. Item.no. 16.4 P. 207\n(a) Rising Main Pipeline | 7 | 211.2 | Cum |
| 12 | 8 | (b) Distribution Pipeline | 8 | 4140 | Cum |
| 13 | 9 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be leveled and neatly dressed. Soft rock with or without blasting or bituminous pavement / cement concrete road.\nIn ordinary or Soft rock with or without blasting or bituminous pavement / cement concrete road.\nPHE (03.07.2018) uSOR. Item.no. 16.6(a) P. 208\n(a) Rising Main Pipeline | 9 | 216 | Cum |
| 14 | 10 | (b) Distribution Pipeline | 10 | 3022.4 | Cum |
| 15 | 11 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be leveled and neatly dressed. Soft rock with or without blasting or bituminous pavement / cement concrete road.\nHard rock (requiring blasting.)\nPHE (03.07.2018) uSOR. Item.no. 16.6(b ) P. 208\n(a) Rising Main Pipeline | 11 | 24 | Cum |
| 16 | 12 | (b) Distribution Pipeline | 12 | 417.6 | Cum |
| 17 | 13 | Installation of HDPE pipe by Horizontal Direction Drilling Method including preparing and setting up the plant and equipment, making string of new pipe material, installing new pipe string and making the system ready for commissioning by HDD operation including drilling, stringing, reaming and pulling back the new pipe on the designed bore path alignment, proper disposal of drilling fluid, as per code of practice for horizontal direction drilling technique suiting indian conditions. Required pipes/ specials and other civil work shall be paid separately-in all types of soils. (This item shall be executed only after prior permission of Superintending Engineer)\nPHE (03.07.2018) uSOR. Item.no. 16.3 P. 207\n(a) HDPE pipe of any class-90 mm outer dia | 13 | 225 | mtr |
| 18 | 14 | (b) HDPE pipe of any class-110 mm outer dia | 14 | 30 | mtr |
| 19 | 15 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 m lead as per direction of engineer-in- charge.\nNominal concrete 1:3:6 or richer mix ( i/c equivalent\ndesign mix )\nPHE (03.07.2018) uSOR. Item.no. 16.15.1 P. 209\n | 15 | 57.6 | Cum |
| 20 | 16 | Providing, Laying, Jointing & field testing of HDPE pipes (High Density Polyethylene Pipes) confirming to IS 4984/14151/12786/13488 with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed &\nbelow 50mm mechanical jointed)\nPHE (03.07.2018) uSOR. Item.no. 9.1 P. 122\n(a) 90 mm dia 8 Kg/ sq.cm | 16 | 800 | mtr |
| 21 | 17 | (b) 75 mm HDPE 6 kg/sqcm | 17 | 3600 | mtr |
| 22 | 18 | (c ) 90 mm HDPE 6 kg/sqcm | 18 | 8400 | mtr |
| 23 | 19 | 110 mm HDPE 6 kg/sqcm | 19 | 1920 | mtr |
| 24 | 20 | Providing and fixing following check (non-return) valves Class-\nII, confirming to IS-778/1984 (Reaffirmed 2005) female ends,\ntested to 21.09 kg/sq.cmt.\nPHE (03.07.2018) uSOR. Item.no. 6.8 P. 89\n(a)80mm dia (Flanged) | 20 | 5 | Nos |
| 25 | 21 | Providing and laying including testing Bend 90° confirming to IS specifications\nPHE (03.07.2018) uSOR. Item.no. 9.2 P. 122\n(a)90mm dia 8 Kg/ sq.cm \n | 21 | 20 | Nos |
| 26 | 22 | 75 mm HDPE 6 kg/sqcm | 22 | 20 | Nos |
| 27 | 23 | 90 mm HDPE 6 kg/sqcm | 23 | 30 | Nos |
| 28 | 24 | 110 mm HDPE 6 kg/sqcm | 24 | 10 | Nos |
| 29 | 25 | Providing and laying including testing Bend 45° confirming to IS specification. \nPHE (03.07.2018) uSOR. Item.no. 9.3 P. 123\n(a)90mm dia 8 Kg/ sq.cm: | 25 | 10 | Nos |
| 30 | 26 | 75 mm HDPE 6 kg/sqcm | 26 | 10 | Nos |
| 31 | 27 | 90 mm HDPE 6 kg/sqcm | 27 | 20 | Nos |
| 32 | 28 | 110 mm HDPE 6 kg/sqcm | 28 | 10 | Nos |
| 33 | 29 | Providing and laying including testing Equal Tee confirming to IS specification \nPHE (03.07.2018) uSOR. Item.no. 9.3 P. 123\n(a)90mm dia 8 Kg/ sq.cm: | 29 | 10 | Nos |
| 34 | 30 | 75 mm HDPE 6 kg/sqcm | 30 | 20 | Nos |
| 35 | 31 | 90 mm HDPE 6 kg/sqcm | 31 | 30 | Nos |
| 36 | 32 | 110 mm HDPE 6 kg/sqcm | 32 | 10 | Nos |
| 37 | 33 | Providing and laying including testing Reducer: confirming to IS specifications.\nPHE (03.07.2018) uSOR. Item.no. 9.6 P. 124\n(a)90 mm HDPE 6 kg/sqcm | 33 | 20 | Nos |
| 38 | 34 | 110 mm HDPE 6 kg/sqcm | 34 | 10 | Nos |
| 39 | 35 | Providing and laying including testing End Cap confirming to IS specifications.\nPHE (03.07.2018) uSOR. Item.no. 9.8 P. 124\n(a)75 mm HDPE 6 kg/sqcm | 35 | 10 | Nos |
| 40 | 36 | 90 mm HDPE 6 kg/sqcm | 36 | 10 | Nos |
| 41 | 37 | 110 mm HDPE 6 kg/sqcm | 37 | 5 | Nos |
| 42 | 38 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. 1:2:4 (M-15)\nPHE (03.07.2018) uSOR. Item.no. 16.23 (a) II/210\n(a)Rising Main Pipeline | 38 | 21.6 | Cum |
| 43 | 39 | Distribution Pipeline | 39 | 36 | Cum |
| 44 | 40 | Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding watering and ramming.\nPHE (03.07.2018) uSOR. Item.no. 16.10 (b) P. 208\n(a)Rising Main Pipeline | 40 | 427.2 | Cum |
| 45 | 41 | Distribution Pipeline | 41 | 7898.4 | Cum |
| 46 | 42 | Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete\nPHE (03.07.2018) uSOR. Item.no. 4.41 P. 71\n(a)80 mm dia (CLASS PN-16) | 42 | 2 | Each |
| 47 | 43 | 100 mm dia (CLASS PN-16) | 43 | 2 | Each |
| 48 | 44 | Providing & fixing of following Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete\nPHE (03.07.2018) uSOR. Item.no. 8.1 P. 111\n(a)80 mm dia (PN-1.0) | 44 | 4 | Each |
| 49 | 45 | 100 mm dia (PN-1.0) | 45 | 5 | Each |
| 50 | 46 | 125 mm dia (PN-1.0) | 46 | 2 | Each |
| 51 | 47 | Providing and laying in position including testing following cast iron flanged spigot (tail piece)\nPHE (03.07.2018) uSOR. Item.no. 3.11/36\n(a)80mm Dia Medium Class | 47 | 2 | Each |
| 52 | 48 | 100mm Dia Medium Class | 48 | 2 | Each |
| 53 | 49 | Construction of Brick masonry valve chamber with 20 cm thick wall in 1:6 C.M. with 12mm thick 1:4 Cement Plaster and base course 10 cm. thick in M-15. Inside Dimensions 110x80x100cm with - M-20 RCC chamber cover size 150cm x 120cm x 12cm including cost of materials, labour etc. complete.\nPHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 17.45.1 Page 07 | 49 | 11 | Each |
| 54 | 50 | Providing & fixing following cast iron double acting air valves, flanged without inbuilt isolating valve as per IS : 14845-2000 including jointing & testing with cost of jointing material and rubber insertion all complete as per IS :13095-1991\nPHE (03.07.2018) uSOR. Item.no. 8.12/115\n100 mm dia (PN-1.0) | 50 | 3 | Each |
| 55 | 51 | Design, drawing, construction, testing and commissioning of GSR/Sumpwell of following capacities with all necessary fitting and accessories as mentioned in the relevant chapter of USOR, IS codes and departmental circulars. Complete turn key job for following capacities :-\nPHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item N 26.2 P. 17\n(a)20 KL (Item No. 26.2.1 Page 17) | 51 | 1 | No |
| 56 | 52 | 50 KL (Item No. 26.2.4 Page 17) | 52 | 1 | No |
| 57 | 53 | Design and Construction of RCC framed brick masonry pump house over the sump with all necessary fitting and requirement as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job. This item will only be used with item no 26.2 only in cases where pumphouse to be constructed above the proposed sumpwell.\nPHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 26.3/18 | 53 | 2 | No |
| 58 | 54 | Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fitting as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job for following capacities with 9/12/15 meter staging height from GL :- PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 26.1 P. 14 & 15\n(a)50 Kilo Litres Staging Height 12 Mt. Meter (Item No. 26.1.1 Page 14) | 54 | 1 | No |
| 59 | 55 | 125 Kilo Litres Staging Height 12 Mt. Meter (Item No. 26.1.4 Page 14) | 55 | 1 | No |
| 60 | 56 | Fabrication, supply & erection of 5m high Mild Steel (MS) staging structure including foundation and 2x5 KL polyethylene tank with inlet, outlet and over flow pipe fittings complete Item of Work as per details given in the relevant chapter of USOR, enclosed drawings and relevant IS codes and direction of Engineer-in-Charge. The approximate weight of the MS staging structure excluding tank, GI pipe and GI pipe fitting is 2050 kg. Complete turnkey job.\nPHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 26.6/20 | 56 | 2 | No |
| 61 | 57 | Providing and fixing G.I chain link fabric fencing of required width in mesh size 25 x 25 mm made of G.I wire of dia. 3 mm including strengthening with 2 mm dia. Wire or nuts, bolts and washer as required complete with posts of angle iron size 50x50x5mm 2.5 meter apart and strut of required size including bottom to be split and band at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:2:4 (1 cement :2 sand : 4) graded stone aggregate 40 mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the direction of Engineering charge.\nPHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 17.35 Page 03\n | 57 | 80 | sqm |
| 62 | 58 | Providing and making Consumer Service Connection (Functional House Hold Taps Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro fusion Saddle, brass ferrule (Not less than 100 gm in weight)/MDPE ferrule/flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE union 20mm dia/GI union 15 mm dia (medium class), brass/SS tap etc all complete and all items/fittings shall be complying with the relevant BIS Codes. Rates also include excavation, cutting of road if required, refilling the trenches and restoration of road with minimum M-20 (1:1.5:3) grade CC or equivalent grade of existing CC cutting for providing tap connection (whichever is richer), construction of Platform and grouting of circular post neat finished as per the drawing attached, testing all complete items\nFor connection with 20 mm dia MDPE pipe upto 5 meter and CONCRETE ROAD CROSSING is necessary.\nPHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 17.41.1 Page 04 | 58 | 306 | Each |
| 63 | 59 | For connection with 20 mm dia MDPE pipe more than 5 meter & upto 10 meter and CONCRETE ROAD CROSSING is necessary.\nPHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 17.41.2 Page 04 | 59 | 263 | Each |
| 64 | 60 | For connecrion with 20 mm dia MDPE pipe upto 5 meter and road crossing is not required. (Distribution pipe line is on the same side of house) PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 17.41.3 Page 05 | 60 | 131 | Each |
| 65 | 61 | For connection with 20 mm dia MDPE pipe more than 5 meter & upto 10 meter and road (OTHER THAN CONCRETE ROAD) crossing is necessary. PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 17.41.4 Page 05 | 61 | 88 | Each |
| 66 | 62 | For connection with 20 mm dia MDPE pipe upto 5 meter and road (OTHER THAN CONCRETE ROAD) crossing is necessary. PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 17.41.5 Page 05 | 62 | 87 | Each |
| 67 | 63 | Fabrication, providing and fixing of typical information board of size 2.40 m x 1.80 m made out as detailed below -\n1. Three vertical support made out from 1OO mm x 50 mm, 6.0 mm thick channel. This shall be minimum 1.0 m below GL and 3.00 m above GL. The Channel shall be erected on 600 mm x 600 mm x 1000 mm foundation blocks at appropriate depth made of cement concrete 1:2:4.\n2. The board shall be fabricated from 1.6 mm thick MS sheet of size 2.40 m x 1.80 m, The frame of board shall be fabricated with 50 mm x 50 mm x 5 thick angle with one horizontal additional support in center with same angle.\n3. Whole structure shall be painted by standard color with lettering border, heading and logo etc using synthetic enamel paint of superior quality including welding, excavation, concreting , painting of base, border and lettering, painting and other required details etc complete as directed by Engineer in charge. PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No 17.47 Page 07 | 63 | 1 | Job |
| 68 | 64 | Providing, placing and installation of polyethylene water tank ISI: 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and the base support for tank on tenace (at all floor level).\nPHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 17.36 Page 03 | 64 | 16000 | Per Ltr |
| 69 | 65 | Providing laying and jointing of following galvanized Iron (MS) Pipes with specials (such as bends, elbows, tees etc) class light, medium & heavy including testing of joints, cost of pipes, specials and jointing materials all complete. Pipes and sockets\nconforming to IS-1239/2011 Part-II\nPHE (03.07.2018) uSOR. Item.no. 6.1 (a) P. 86\n(a) 25 mm Dia. G.I. Class medium | 65 | 850 | R.M. |
| 70 | 66 | (c ) 15 mm Dia. G.I. Class medium | 66 | 850 | R.M. |
| 71 | 67 | Providing and fixing following gate (full way) valves tested to 300lbs/Sq inch or 21.00 kg/sq.cm. confirming to IS 778/1984 (Reaffirmed 2005) Class-II\nPHE (03.07.2018) uSOR. Item.no. 6.4 P. 87\n25 mm dia. (Flanged) | 67 | 17 | each |
| 72 | 68 | Providing and fixing G. I. Union in G.I. Pipe line i/c cutting threading testing etc. complete (New work) confirming to IS 1879\nPHE (03.07.2018) uSOR. Item.no. 6.21 P. 92\n(a) 25 mm Dia. G.I. Class medium | 68 | 17 | No. |
| 73 | 69 | Providing and fixing Tank Nipple with outer threading in G.I. Pipe line i/c cutting threading testing etc. complete confirming to IS 1879\nPHE (03.07.2018) uSOR. Item.no. 6.49 P. 103\n(a) 25 mm Dia. G.I. Class medium | 69 | 17 | Each |
| 74 | 70 | Providing and fixing Screwed Ball valves tested to 21.09 kg/cm confirming to IS 778/1984\nPHE (03.07.2018) uSOR. Item.no. 6.19 P. 92\n(a) 15 mm Dia. | 70 | 17 | No. |
| 75 | 71 | (b ) 25 mm Dia. | 71 | 17 | No. |
| 76 | 72 | Providing & fixing including testing of water taps 15 mm Dia. Brass Heavy Duty\nPHE (03.07.2018) uSOR. Item.no. 6.17 P. 92 | 72 | 85 | No. |
| 77 | 73 | Construction of 1.20 cm x 1.20 cm x 0.20 m cement concrete washing platform in cement concrete 1:2:4 including excavation, centering, shuttering, cost of all the materials and labour and curing etc. complete. Including filling in 30 cm depth after removing Black cotton soil including ramming, watering etc. complete in areas of Black cotton soils.\nPHE (03.07.2018) uSOR. Item.no. 21.9 P. 249 | 73 | 34 | No. |
| 78 | 74 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil\nMPPWD SOR 01.08.2014 Item No. 2.6/22 | 74 | 54.72 | Cum |
| 79 | 75 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. Ordinary rock\nMPPWD SOR 01.08.2014 Item No. 2.7.1/22 | 75 | 13.68 | Cum |
| 80 | 76 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete. Thermo-Mechanically Treated bars.(TMT)\nMPPWD SOR 01.08.2014 Item No. 5.16.6/68\n(A)For footing 10 mm dia bars-71.74kg\n(B)(a)bottom- 12 mm dia bar-404.93kg\n(b)top - 10 mm dia bars-140.68kg\n(c)stirups - 8 mm dia bars-225.19\n(C)(a)Main bars - 12 mm dia bars-558.83kg\n(b)stirups - 8 mm dia bars-230.58kg\nTotal | 76 | 1631.95 | Kg |
| 81 | 77 | Reinforced cement concrete work (with 20mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and up to floor two level excluding cost of centering, shuttering, finishing and reinforcement : M 20 –Grade Concrete\nMPPWD SOR 01.08.2014 Item No. 5.2.1/65\n(a)For beam-6.84\n(b)Footing-5.17cum,Footing-5.93cum\n(c)Coloum-1.82cum,Coloum-2.66cum\nTotal | 77 | 22.42 | Cum |
| 82 | 78 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc.up to plinth level.\nMPPWD SOR 01.08.2014 Item No. 5.9.2/66\n(a)Beam bottom-20.98\n(b)side-68.40\nTotal | 78 | 89.38 | Sqm |
| 83 | 79 | Centering and shuttering including strutting, propping etc. and removal of form for : \nLintels, beams, girders, bressumers and cantilevers.\nMPPWD SOR 01.08.2014 Item No. 5.9.5/66 | 79 | 20.98 | Sqm |
| 84 | 80 | Foundations, footings, bases of columns, etc. for concrete up to plinth level.\nMPPWD SOR 01.08.2014 Item No. 5.9.1/66\n(a)Footing-27.36\n(b)Column-36.48\nTotal | 80 | 63.84 | Sqm |
| 85 | 81 | Columns, Pillars, Piers, Abutments, Posts and Struts.\nMPPWD SOR 01.08.2014 Item No. 5.9.6/66 | 81 | 49.25 | Sqm |
| 86 | 82 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10)\nMPPWD SOR 01.08.2014 Item No. 4.1.1.4/45 | 82 | 4.56 | Cum |
| 87 | 83 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. up to floor two level, excluding the cost of centering, shuttering and finishing :With 20mm nominal size graded stone aggregate.\nM-20 - Grade Concrete - coping \nMPPWD SOR 01.08.2014 Item No. 4.2.1.2/45 | 83 | 2.13 | Cum |
| 88 | 84 | Brick Work With Well Brunt Open Bhatta, Bricks, Crushing Strength Not Less Than 25kg/sqcm and water absorpt ion not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete. Cement Mortar 1:6 (1 cement : 6 sand)\nMPPWD SOR 01.08.2014 Item No. 6.6.2/85 | 84 | 28.35 | Cum |
| 89 | 85 | 12 mm cement plaster of mix : 1:6 (1 cement : 6 sand) \nMPPWD SOR 01.08.2014 Item No. 13.1.2/244 | 85 | 364.8 | sqm |
| 90 | 86 | finishing walls with Acrylic smooth exterior paint of required shade: New work ( (Two or more coat applied @ 1.67 itr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm. \nMPPWD SOR 01.08.2014 Item No. 13.55.1/250 | 86 | 364.8 | Sqm |
| 91 | 87 | Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.\nMPPWD SOR 01.08.2014 Item No. 2.25/26 | 87 | 50.92 | cum |
| 92 | 88 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil\nMPPWD SOR 01.08.2014 Item No. 2.6/22 | 88 | 4.8 | cum |
| 93 | 89 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. Ordinary rock\nMPPWD SOR 01.08.2014 Item No. 2.7.1/22 | 89 | 1.2 | cum |
| 94 | 90 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete. Thermo-Mechanically Treated bars.(TMT)\nMPPWD SOR 01.08.2014 Item No. 5.16.6/68\n(a)For footing 10 mm dia bars-18.88kg\n(b)Main bars - 12 mm dia bars-73.52kg\n(c) stirups - 8 mm dia ba-30.34kg\nTotal | 90 | 122.74 | kg |
| 95 | 91 | Reinforced cement concrete work (with 20mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and up to floor two level excluding cost of centering, shuttering, finishing and reinforcement :M 20 –Grade Concrete\nMPPWD SOR 01.08.2014 Item No. 5.2.1/65\n(a)Footing-0.46cum,Footing-0.58cum\n(b)Coloum-036cum,Coloum-0.52cum\nTotal | 91 | 1.92 | Cum |
| 96 | 92 | \nCentering and shuttering including strutting, propping etc. and removal of form for : \nFoundations, footings, bases of columns, etc. for concrete up to plinth level.\nMPPWD SOR 01.08.2014 Item No. 5.9.1/66\n(a)Footing-2.40\n(b)Columns,-4.80\nTotal | 92 | 7.2 | Sqm |
| 97 | 93 | Columns, Pillars, Piers, Abutments, Posts and Struts.\nMPPWD SOR 01.08.2014 Item No. 5.9.6/66 | 93 | 6.48 | Sqm |
| 98 | 94 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10)\nMPPWD SOR 01.08.2014 Item No. 4.1.1.4/45 | 94 | 0.4 | Cum |
| 99 | 95 | finishing walls with Acrylic smooth exterior paint of required shade: New work ( (Two or more coat applied @ 1.67 itr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm. \nMPPWD SOR 01.08.2014 Item No. 13.55.1/250 | 95 | 8.4 | Sqm |
| 100 | 96 | Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.\nMPPWD SOR 01.08.2014 Item No. 2.25/26 | 96 | 4.22 | cum |
| 101 | 97 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete.\nMPPWD SOR 01.08.2014 Item No. 10.2 page 178 | 97 | 300 | Kg |
| 102 | 98 | Painting With Synthetic enamel paint of approved brand and manufacture to give an even hade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. \nMPPWD SOR 01.08.2014 Item No. 13.68.1 page 252 | 98 | 9 | Sqm |
| 103 | 99 | Supply, delivery , erection, testing and commissioning of the micro processor based water disinfection equipment using Oligodynamic technology as per detailed specifications mentioned in the NIT . \nApproved By CE PHED Zone INDORE, Letter.no. 160 dated. 25.07.2020\n(a)Capacity 2000 LPH | 99 | 2 | Each |
| 104 | 100 | Capacity 3000 LPH | 100 | 2 | Each |
| 105 | 101 | Capacity 10000 LPH | 101 | 1 | Each |
| 106 | 102 | Capacity 25000 LPH | 102 | 1 | Each |
| 107 | 103 | USOR Issued by Additional Chief Engineer (works) Office of Managing Director (WZ) M.P.P.K.V.V. Co. Ltd. Indore vide his Letter No. MD/WZ/08-03/21689, Dated 22-11-2019 for year 2019-20. Provision for extension of electric power line up to tube well including installation of suitable transformer. (The material to be used and work to be executed shall be as per Schedule Ref. of MPPKVVCL USOR given below in the items. Any decrease or increase in the work/item given in the composit reference schedule item shall be payable according to the actual execution.)\nTask No. 01\nCOST SCHEDULE - C-5.2 \n11 KV TAPPING D.P.STRUCTURE ON PCC POLES \n140 Kg., 8.0 Mtrs. long PCC poles\nM-0501004 | 103 | 9 | Nos |
| 108 | 104 | D.C.cross- arm of ISMC channel of 100 X 50X6 mm., suitable for 8' centre \nM-0502104 | 104 | 9 | Nos |
| 109 | 105 | Clamps for 140 kg PCC pole (50x6 mm Flat)\nM-0502091 | 105 | 18 | Nos |
| 110 | 106 | 11 KV (45KN) 16mm FRP with 25mm per KV creepage Disc Insulator Polymer M-0602007 | 106 | 27 | Nos |
| 111 | 107 | 11KV Strain hard ware fitting M-0404210 | 107 | 27 | Nos |
| 112 | 108 | 11 KV Pin insulator Polymer Composite (5KN) FRP dia 24mm M-0602002 | 108 | 18 | Nos |
| 113 | 109 | Horizontal and cross bracing 8' centre M-0502395 | 109 | 9 | Nos |
| 114 | 110 | Back Clamp sutiable for 140 kg. PCC pole M-0502030 | 110 | 36 | Nos |
| 115 | 111 | Painted Stay set 16 mm. complete turn buckles M-0502230 | 111 | 18 | Nos |
| 116 | 112 | Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set ) M-0403019 | 112 | 99 | Kgs |
| 117 | 113 | Clamps for 140 kg PCC pole (50x6 mm Flat) M-0502091 | 113 | 18 | Nos |
| 118 | 114 | Stay insulator M-0601036 | 114 | 18 | Nos |
| 119 | 115 | Stone Block/Pre cast block for base pedding 450x450x75mm\nP-0702056 | 115 | 9 | Nos |
| 120 | 116 | Concreting of PCC pole @0.30 cmt per pole ( with Muffing) (1:3:6) P-0001011 | 116 | 2.7 | Cmt. |
| 121 | 117 | Concreting of stay @ 0.2 cmt. per stay (1:3:6) P-0001003 | 117 | 3.6 | Cmt. |
| 122 | 118 | Earthing Coil ( coil of 115 turns of 50 mm.dia. and 2.5 Mtrs. lead of 4.0 mm. G.I wire) M-0403096 | 118 | 9 | Nos |
| 123 | 119 | Earthing for PCC Pole 4.00 mm-8 SWG G.I wire- 0.8 Kg, per pole) M-0403173 | 119 | 7.2 | Kgs |
| 124 | 120 | Red oxide paint M-1214001 | 120 | 5.4 | Ltr. |
| 125 | 121 | Aluminium paint M-1214002 | 121 | 5.4 | Ltr. |
| 126 | 122 | Anti climbing devices M-0403016 | 122 | 18 | Nos |
| 127 | 123 | Danger Boards Enamalled Type 11KV M-0502429 | 123 | 9 | Nos |
| 128 | 124 | M.S.Nuts and Bolts M-0403208 | 124 | 54 | Kgs |
| 129 | 125 | Labour charges | 125 | 9 | Per Tapping |
| 130 | 126 | Task No. 02\nCOST SCHEDULE - C-1.2\n11 KV LINE ON PCC Pole Using Rabbit Conductor Max Span 70 Mtrs IN RURAL AREA\n140 Kg., 8.0 Mtrs. long PCC Poles M-0501004 | 126 | 8.4 | Nos |
| 131 | 127 | 11 KV 'V' cross-arms angle type (65x65x6 mm angle) \nM-0502010 | 127 | 8.4 | Nos |
| 132 | 128 | Back clamps (50x6 mm flat) for 140 kg PCC Pole \nM-0502030 | 128 | 16.8 | Nos |
| 133 | 129 | 11 KV Top clamps angle type 65x65x6 mm\nM-0502060 | 129 | 8.4 | Nos |
| 134 | 130 | Earthing Coil ( coil of 115 turns of 50 mm.dia. and 2.5 Mtrs. lead of 4.0 mm. G.I wire) M-0403096 | 130 | 8.4 | Nos |
| 135 | 131 | 11 KV Pin insulator Polymer Composite (5KN) FRP dia 24mm M-0602002 | 131 | 25.2 | Nos |
| 136 | 132 | AAAC Conductor Rabbit with 3 % Sag M-0401013 | 132 | 1.86 | Km |
| 137 | 133 | Jointing Sleeves suitable for 55 Sq. mm.Al. Eq. AAAC conductor M-0404233 | 133 | 3.6 | Nos |
| 138 | 134 | Painted Stay set 16 mm. complete turn buckles M-0502230 | 134 | 3.6 | Nos |
| 139 | 135 | Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set )\nM-0403019 | 135 | 19.8 | KGs |
| 140 | 136 | Clamps for 140 kg PCC pole (50x6 mm Flat) M-0502091 | 136 | 3.6 | set |
| 141 | 137 | Stay insulator M-0601036 | 137 | 3.6 | Nos |
| 142 | 138 | Back filling of poles with boulders. M-0001001 | 138 | 8.4 | Nos |
| 143 | 139 | Earthing for PCC Pole 4.00 mm-8 SWG G.I wire- 0.8 Kg, per pole) M-0403173 | 139 | 6.72 | KGs |
| 144 | 140 | Stone Block/Pre cast block for base pedding 450x450x75mm \nP-0702056 | 140 | 8.4 | Nos |
| 145 | 141 | Concreting of stay @ 0.2 cmt. per stay (1:3:6) P-0001003 | 141 | 0.72 | Cmt. |
| 146 | 142 | Red oxide paint M-1214001 | 142 | 0.3 | Ltr. |
| 147 | 143 | Aluminium paint M-1214002 | 143 | 0.3 | Ltr. |
| 148 | 144 | Anti climbing devices M-0403016 | 144 | 8.4 | Nos |
| 149 | 145 | Danger Boards Enamalled Type 11KV M-0502429 | 145 | 8.4 | Nos |
| 150 | 146 | M.S.Nuts and Bolts M-0403208 | 146 | 10.8 | Kgs |
| 151 | 147 | Binding wire and tape M-0404370 | 147 | 1.8 | Kgs |
| 152 | 148 | Labour charges | 148 | 0.6 | Per.Km |
| 153 | 149 | Task No. 03\nCOST SCHEDULE E-1.1\n11/0.4 KV, 25KVA OUT DOOR SUB-STATION (ON PCC POLE )\nDTR 11/0.4 KV BIS EE-Level-2 25 KVA M-0114004 | 149 | 9 | Nos |
| 154 | 150 | 140 Kg., 8.0 Mtrs. long PCC Poles M-0501004 | 150 | 18 | Nos |
| 155 | 151 | D.C.cross-arm of 100 X50 X 6 mm., 8' centre M-0502104 | 151 | 9 | set |
| 156 | 152 | Clamp for 8 Mtr PCC Pole Size-610 mm ,Wt- 1.46 Kg using 50X6 mm Ms Flat M-0502091 | 152 | 18 | set |
| 157 | 153 | 11 KV (45KN) 16mm FRP with 25mm per KV creepage Disc Insulator Polymer M-0602007 | 153 | 27 | Nos |
| 158 | 154 | 11KV Strain hard ware fitting M-0404210 | 154 | 27 | Nos |
| 159 | 155 | 11 KV D.O. fuse & Lightening Arrestor mounting channel (75X 40 X 6 mm.) M-0502210 | 155 | 9 | Nos |
| 160 | 156 | Back Clamp for 8 Mtr PCC Pole Size- 448 mm ,Wt- 1.075 Kg using 50X6 mm Ms Flat M-0502030 | 156 | 18 | Nos |
| 161 | 157 | 11 KV D.O. fuse unit M-0201142 | 157 | 27 | Nos |
| 162 | 158 | 9 KV Gapless type ( 5KA) Polymer for DTR M-0201106 | 158 | 27 | Nos |
| 163 | 159 | Transformer mounting DC cross-arm 100 X 50 x 6 mm, channel. M-0502131 | 159 | 9 | set |
| 164 | 160 | Transformer belting with 50 X 50 X 6 mm.angle with two cross fixing channels M-0502137 | 160 | 9 | set |
| 165 | 161 | Clamp for 8 Mtr PCC Pole Size-610 mm ,Wt- 1.46 Kg using 50X6 mm Ms Flat M-0502091 | 161 | 36 | set |
| 166 | 162 | Stay set 16 mm. Painted complete with turn buckles \nM-0502230 | 162 | 36 | Nos |
| 167 | 163 | Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set ) \nM-0403019 | 163 | 198 | Kgs |
| 168 | 164 | Stay insulator M-0601036 | 164 | 36 | nos |
| 169 | 165 | Clamp for 8 Mtr PCC Pole Size-610 mm ,Wt- 1.46 Kg using 50X6 mm Ms Flat M-0502091 | 165 | 36 | nos |
| 170 | 166 | Stone Block/Pre cast block for base pedding 450x450x75mm\nP-0702056 | 166 | 18 | nos |
| 171 | 167 | Concreting of PCC pole @ 0.30 cmt. per pole (1:3:6)\nP-0001011 | 167 | 5.4 | cum |
| 172 | 168 | Concreting of Stay @ 0.2 cmt. per stay (1:3:6) P-0001003 | 168 | 7.2 | Cmt. |
| 173 | 169 | AAA Conductor Rabbit for Jumper M-0401013 | 169 | 0.27 | km |
| 174 | 170 | Danger Boards Enamalled Type 11KV M-0502429 | 170 | 9 | Nos |
| 175 | 171 | HT Bi-metallic Clamp for DTR M-0118022 | 171 | 27 | Nos |
| 176 | 172 | LT Bi-metallic Clamp for DTR 12 mm M-0118019 | 172 | 36 | Nos |
| 177 | 173 | Earthing set M-0403097 | 173 | 9 | set |
| 178 | 174 | Anti climbing devices M-0403016 | 174 | 18 | Nos |
| 179 | 175 | Red oxide paint M-1214001 | 175 | 9 | Ltr. |
| 180 | 176 | Aluminium paint M-1214002 | 176 | 3 | Ltr. |
| 181 | 177 | M.S.Nuts and Bolts M-0403208 | 177 | 126 | Kgs |
| 182 | 178 | Meter cum protection box for 16/25 KVA DTR M-0304009 | 178 | 9 | Nos |
| 183 | 179 | 35 Sq.mm. XLPE insulated Single core Unarmoured cable\nM-0402078 | 179 | 1.08 | km |
| 184 | 180 | Three phase meter 20-80 Amps.with L.S. & TOD Facility with box M-0302028 | 180 | 9 | Nos |
| 185 | 181 | Labour charges | 181 | 9 | per km |
| 186 | 182 | Task No. 04\nCOST SCHEDULE D-2.2\n L.T. LINES 3 PHASE 5 WIRE ON PCC SUPPORTS USING 1100 Volts Grade A.B. CABLE 3 X 25 + 1 X 16 + 1 X 35 Sq.mm. XLPE WITH MAXIMUM SPAN OF 50 METERS\n140 Kg.,8.0 Mtr. long PCC Support M-0501004\n | 182 | 20 | No. |
| 187 | 183 | A.B Cable hanging clamps/ tension clamps (Galvanized) \nM-0404205 | 183 | 6 | No. |
| 188 | 184 | Suspension Clamp with attachment M-0404219 | 184 | 14 | No. |
| 189 | 185 | Clamp for Neutral M-0404223 | 185 | 20 | No. |
| 190 | 186 | Piercing connector Type-I for single phase/three phase(Main 16-50 sq.mm. tape- of 16-50 sq.mm) M-0404282 | 186 | 60 | No. |
| 191 | 187 | Piercing connector Type-II (Main 16-50 sq.mm. tape- of 16-50 sq.mm) M-0404283 | 187 | 40 | No. |
| 192 | 188 | 1100 Volts Grade Aerial bunched XLPE Cable 2x35+1x16+1x35 sq.mm.(insulated nuetral massenger)\nM-0402102 | 188 | 1.05 | Km. |
| 193 | 189 | Stay set 16 mm. complete without stay wire (Painted)\nM-0502230 | 189 | 12 | Set |
| 194 | 190 | Stay wire 7/3, 15 mm. (5.5 kg.stay wire per stay set )\nM-0403019 | 190 | 66 | Kgs. |
| 195 | 192 | Clamps for 140 Kg. PCC Pole (50x6 mm flat)\nM-0502091 | 192 | 32 | Set |
| 196 | 193 | Stay Insulator M-0601036 | 193 | 12 | Set |
| 197 | 194 | Back filling of pole pit with boulder M-0001001 | 194 | 20 | No. |
| 198 | 195 | Stone Block/Pre cast block for base pedding 450x450x75mm P-0702056 | 195 | 20 | No. |
| 199 | 196 | Concreting of stay @ 0.2 cmt. per stay P-0001003 | 196 | 2.4 | Cmt. |
| 200 | 197 | M S Nuts and bolts M-0403208 | 197 | 30 | Kg. |
| 201 | 198 | Earthing Coil ( coil of 115 turns of 50 mm.dia. and 2.5 Mtrs. lead of 4.0 mm. G.I wire) M-0403096 | 198 | 5 | No. |
| 202 | 199 | Earthing for PCC Pole 4.00 mm-8 SWG G.I wire- 0.8 Kg, per pole) P-0403173 | 199 | 16 | Kgs. |
| 203 | 200 | Single Phase Service connection box\n(Deep Drwan Metal Service Connection Boxes ) with one incoming up to 25 mm2 and 8 no outgoing up to 10 mm2 with insulated multiple outgoing connector- M-0304075 | 200 | 10 | No. |
| 204 | 201 | Three Phase Service connection box\n(Deep Drwan Metal Service Connection Boxes ) with one incoming up to 35 mm2 and 4 no outgoing up to 16 mm2 with insulated multiple outgoing connector- M-0304076 | 201 | 10 | No. |
| 205 | 202 | Labour charges | 202 | 1 | per Km. |
AI Tender Summary
Tender Timeline
Jan 13, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJan 27, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 29, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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