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Tender Value
₹14.2 L
EMD Value
₹14,228
Closing Date
16 Jun 2026, 6:00 pm
Executive Engineer, Public Health Works Division, Palanpur
Constructing & Repairing of Compound Wall At.Vadgam Store, Saklana Sub H.W & Hardevasana Sub H/W Of Danta-Vadagam-Palanpur RWSS Under Flood Programme -2025:26. Ta: Vadgam, Dist.:- B.K.
310260
05 of 2026-27
Open
Civil Works - Water Works
Banaskantha
6 documents required · 6 mandatory
₹900
Executive Engineer, P. H. Works Division, Palanpur
₹14,228
1 Jun 2026
1 Jun 2026
1 Jun 2026
16 Jun 2026
1 Jun 2026
Name of Work: Constructing & Repairing of Compound Wall At. Vadgam Store, Saklana Sub H.W &
Hardevasana Sub H/W Under Flood To Danta-Vadagam-Palanpur RWSS Programme -2025:26
Ta:Vadagam, Dist.:Banaskantha
Sr. No. Description of Materials Qty. to be Rate Unit Place of Delivery
1 The Contractor submitting the tender should see that the rate in Schedule - A (of tender documents) are filled by
the Engineer in charge prior of the time of issue of tender.
2 Any additional materials to be supplied free of cost as per Schedule-A if found necessary at the time of execution
will be supplied to the contractor free of cost.
3 Any materials other than that provided in Schedule-A if required for the labour items of Schedule-B issued on
request to the contractor provided the same are available with department at prevailing market rate or department
issue rate whichever is higher.
4 The contractor shall provide his own arrangement at his own cost for loading, unloading and transport to the site
of work for the material stipulated in Schedule-A.
5 Those works will be executed which are found necessary at the time of execution, contractor will not be entitle for
any claim for saving in any items as per site condition.
6 The rate of recovery for short fall or damage of material issued free of cost will be present S.O.R. plus 3% storage
charge or rates of Board R/C Plus 3 % storage whichever is higher.
7 No negotiation at present in from and hence contractor should quote their rates accordingly.
8 The sub contract, if any given by the contractor would not create any right against the Board.
9 The Amount Recoverable from the contractor by the Gujarat water supply and sewerage board on any account
shall be liable to be recovered from the amount payable to the contractor / suppliers.
10 After passing the bill fund shall be demanded to higher authority payment shall be made after getting fund from
higher authority.
11 Labour Cess under the prevailing rules of the Government Resolution shall be borne by the bidder. (Present rate
12 Royalty on Minerals Consumed in works from End User under the prevailing rules of the Government Resolution
Dt. 18/06/2016 shall be borne by the bidder.
13 The contractor has to supply all the equipment / accessories / materials & components as per GWSSB’ approved
vendor list only. Prevailing approved vendor list is uploaded on www.gwssb.org website. However any addition
(approved by the competent authority of Board) in makes / brands of equipment etc. during bidding process, shall
automatically apply. In case of items not explicitly mentioned in vendor list the same shall be supplied as per
relevant national / international standard of reputed makes with prior approval from the Chief Engineer.
Signature of Contractor. Executive Engineer
P.H.Works Division
Name of Work: Constructing & Repairing of Compound Wall At. Vadgam Store, Saklana Sub H.W & Hardevasana
Sub H/W Under Flood To Danta-Vadagam-Palanpur RWSS Programme -2025:26 Ta:Vadagam, Dist.:Banaskantha
Items Qty Unit Rate Per Amount
Description of item
1 Excavation for foundation upto 1.5 m depth including sorting out and
stacking of useful materials and disposing off the excavated stuff upto
92.0 Cmt (A) Loose or soft soil 122.94 Cmt
2 Providing and laying cement concrete 1:3:6 (1-Cement : 3 coarse sand
: 6- hand broken stone aggregates 40 mmnominal size) and curing
complete excluding cost of formwork in
18.40 Cmt (A)Foundation and Plinth 2653.42 Cmt
3 Brick work using common burnt clay building bricks having crushing
strength not less than 35 kg./Sq.Cm. in foundation and plinth in
Cement Mortar 1:6 (1- Cement : 6 -fine sand)
40.25 Cmt (B) Conventional 4214.33 Cmt
4 Brick work using common burnt clay building bricks having crushing
strength not less than 35 kg./Sq.Cm. in foundation and plinth in
Cement Mortar 1:6 (1- Cement : 6 -fine sand) (B) Conventional for
brick work in superstructure above plinth level upto floor two level
68.77 Cmt (B) Conventional 4496.05 Cmt
5 Providing and laying cement concrete 1:3:6 (1- Cement : 3 Coarse
sand : 6- crushed stone aggregates 20 mm nominal size) and curing
complete including cost of formwork in
6.68 Cmt (A) Wall Caps / Coping 3976.71 Cmt
6 Providing and laying ordinary cement concrete 1:2:4 (1 Cement 2-
coarse sand : 4- graded stone aggregates 20 mm nominal size) and
finishing smooth with,curing etc. complete including the cost of
formwork but excluding the cost of reinforcement for R.C.C work in (B)
COLUMNS: (ii) Having cross-sectional area more than 0.08 Sq.M and
27.49 Rmt COLUMNS 10658.16 Rmt
7 Providing TMT Bar FE 415 reinforcement for R.C.C. work including
bending, binding and placing in position complete upto floor two level
2733.60 Kg TMT Bar FE 415 68.33 Kg
8 20mm thick sand faced cement plaster on walls upto height 10 metres
above ground level consisting of 12mm thick backing coat of C.M. 1:3
(1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-
cement : 1-sand) etc. complete.
924.37 Smt 20mm thick sand faced cement plaster 320.70 Smt
9 Colour washing with lime on wall surface (two coats) over and
including a primary coat of white washing to give an even shade after
through brooming the surface to remove all dirt, dust, mortar drops
and other foreigh matter
2302.40 Smt Colour washing 12.88 Smt
10 Providing and fixing rolling shutters of approved make made of 80 mm
wide M.S. laths inter-locked together through their entire length and
jointed together at the ends by end locks mounted on specially
designed pipe shaft with bracket plates, guide channels and
arragements for inside and outside locking with push-pull operation
including the cost of hood cover and spring etc. complete. (B)Shutters
having width 3.5 M. and above
9.75 Smt Vadgam Store Door 4546.01 Smt
11 Filling available excavated earth (excluding rock) in trenches, plinth,
sides of foundations etc. in layers not exceeding 20 cm. in depth
consolidating each disposited layer by ramming and watering.
51.75 Cmt For Wall Support 136.92 Cmt
Rupees Fourteen Lac Twenty Two Thousand Eight Hundred Seven & Paise Twenty Five only
I / We am / are willing to carry out work at _______________ % (Should be written in figures
and words) Below/ Above the estimated rate mentioned above amount of my/our tender work out as under;
Estimated cost put to Estimated cost put to
Tender Rs.______________ Tender Rs.______________
Signature of Contractor. Executive Engineer
P.H.Works Division
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details.html
RAW_HTML
00_Title_ P_0.pdf
01A_NIT -.pdf
01C_P_.pdf
02_VOL 1 A Technical Bid_.pdf
03A_VOL 1 B GCC.pdf
03B_VOL 1 B GCC_.pdf
04A_Memorandum_.pdf
04B_ Volume-III Price bid_.pdf
05_SCH-A and B_.pdf
05A_Schedule of Payment_.pdf
06_Itemwise Spe. Civil_.pdf
07_General Specifications_.pdf
08_Special Note_.pdf
09_INTEGRITY PACT_.pdf
10_Vendor list_.pdf
11_1.2_Royelty_18.06.19_New rate.pdf
12_04_Ann 4.pdf
13_4_Vigilace Unit-min.pdf
14_05_Ann 5 Purchase Policy.pdf
15_06_Any-6A_Labour Circular.pdf
16_6_Mecilianius-min.pdf
17_07_Ann 6B shramyogi GR.pdf
18_7_GR LD Deduction 10-1-2018.pdf
19_08_GST GR.pdf
20_8_Circular_26_SIGN BOARD.pdf
21_13_GR- PART - 1_01 to 11.pdf
22_14_GR- PART - 2_01 to 8.pdf
23_15_GR- PART - 3_01 to 32.pdf
24_Min wages Circular.pdf
25_DMO_2941_01-Apr-2026_.pdf
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